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Aotea Station Main Works Construction Noise and Vibration Delivery Work Plan

CRL-AOT-RME-LKA-PLN-800033 Revision: 00A Date: 14 April 2020

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Construction Noise and Vibration Delivery Work Plan

Construction Noise and Vibration Delivery Work Plan CRL-AOT-RME-LKA-PLN-800033

This document is uncontrolled when printed. This document should be printed in colour

Revision Status Revision

Date

Version details

Prepared By

Approved By

000

03/03/2020

For Issue

Joe Grimes

Claire Drewery

00A

14/04/202

Updated following Council review

Joe Grimes

Claire Drewery

Approval Status Name/Title

Signature

Date

Prepared by:

Joe Grimes Principal Acoustic Engineer

14 April 2020

Reviewed by:

Claire Drewery Technical Director - Acoustics

14 April 2020

Controlled by:

Claire Drewery Technical Director - Acoustics

14 April 2020

Approved by:

Peter Roan Consents Lead â€“ Link Alliance

14 April 2020

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Construction Noise and Vibration Delivery Work Plan

Table of contents 1.1

Aotea Station Overview..................................................................................................... 5

1.2

CNV DWP Staging .............................................................................................................. 7

1.3

Purpose of the CNV DWP................................................................................................... 7

1.4

Relevant Conditions .......................................................................................................... 8

1.5

Sustainability................................................................................................................... 14

1.6

CNV DWP Review and updates........................................................................................ 14

1.7

CNV DWP Author............................................................................................................. 14

2. Aotea Station Main Works........................................................................15 2.1

Overview of Works.......................................................................................................... 15

2.2

Programme...................................................................................................................... 15

2.3

Hours of Operation.......................................................................................................... 15

2.4

Key personnel.................................................................................................................. 16

3. Construction Noise and Vibration Criteria ................................................17 3.1

Construction Noise Criteria.............................................................................................. 17

3.2

Vibration Criteria – Building Damage .............................................................................. 17

3.3

Vibration Criteria – Amenity............................................................................................ 18

3.3.1.

Day time criteria....................................................................................................... 18

3.3.2.

Night time criteria .................................................................................................... 18

4. Equipment Noise and Vibration Source Data ...........................................19 4.1

Noise Sources .................................................................................................................. 19

4.2

Vibration Sources ............................................................................................................ 19

5. Affected Parties / Notable Receivers ........................................................21 5.1

Noise ............................................................................................................................... 21

5.2

Vibration – Building Damage ........................................................................................... 22

5.3

Site Specific Construction Noise and Vibration Management Plan (SSCNVMP) ............... 22

6. General Management Procedures and Mitigation Measures...................23

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6.1

Training ........................................................................................................................... 23

6.2

Construction Vehicles, Traffic and Deliveries................................................................... 23

6.3

Plant and Equipment ....................................................................................................... 24

6.4

Pneumatic Breakers......................................................................................................... 25

6.5

Piling and Compaction..................................................................................................... 25

6.6

Noise Barriers and Enclosures ......................................................................................... 25

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Construction Noise and Vibration Delivery Work Plan 6.7

Traffic tyre noise.............................................................................................................. 26

6.8

Scheduling of Activities ................................................................................................... 26

7. Communication.........................................................................................27 7.1

Communication ............................................................................................................... 27

7.2

Complaints Procedure ..................................................................................................... 28

7.2.1.

Auckland Council Reporting...................................................................................... 29

8. Monitoring ................................................................................................30 8.1

Noise ............................................................................................................................... 30

8.2

Vibration ......................................................................................................................... 32

8.3

Reporting......................................................................................................................... 34

8.4

Building Condition Surveys.............................................................................................. 34

9. Contingency Measures..............................................................................35 9.1

Management Process ...................................................................................................... 35

9.2

Noise ............................................................................................................................... 35

9.3

Vibration â€“ Building Damage ........................................................................................... 36

9.4

Vibration â€“ Amenity ........................................................................................................ 36

9.5

Additional measures........................................................................................................ 36

Appendix A: ISCA Requirements .....................................................................37 Appendix B: Drawings .....................................................................................38 Appendix C: Construction Noise Contours ......................................................39 Appendix D: Construction Vibration Contours................................................40 Appendix E: Record of Communication ..........................................................41 Appendix F: SSCNVMP ....................................................................................55 Appendix G: Noise Monitoring Template .......................................................56 Appendix H: Vibration Monitoring Template .................................................58 Appendix I: Record of CLG, IPR and Auckland Council Comments..................60 I1. CLG Comments ...........................................................................................60 I2. IPR Comments ............................................................................................61 I3. Auckland Council Comments......................................................................78 Appendix J: Equipment List for Construction Stages ......................................79

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Construction Noise and Vibration Delivery Work Plan

Introduction The City Rail Link (CRL) project comprises the construction, operation and maintenance of a 3.4 km underground passenger railway, running between Britomart Station and the North Auckland Rail Line in the vicinity of Mt Eden Station. The CRL also involves the construction of two new underground stations at Aotea and Karangahape and the redevelopment of the station at Mt Eden (refer to Figure 1.1). The design and construction of the CRL infrastructure between the Aotea and Mt Eden Stations is being delivered by the Link Alliance.

Figure 1.1 CRL Route and Location

This Construction Noise and Vibration Delivery Work Plan (CNV DWP) has been prepared in relation to construction of the new Aotea Station.

1.1 Aotea Station Overview Aotea Station is 15m-deep by 300m-long, involving a cut-and-cover method of construction. The Aotea Station will include platforms, lifts, escalators, rooms for housing stations and tunnel services equipment, entrances at Victoria and Wellesley Streets, building works, services, architectural finishes, utilities services diversions and connections. The location of the Aotea Station is primarily beneath the Albert Street, connecting the Contract 2 (C2) cut and cover tunnels to the north and the tunnel-boring-machine (TBM) tunnels to the south. The works are approximately 380m long by 18m wide and will be excavated around 18-20m below ground level. Additional boxes branch off from the tunnel alignment at Kingston Street (to form the Plenum), Victoria Street (for two entrance buildings to the Aotea Station) and Wellesley Street (to

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Construction Noise and Vibration Delivery Work Plan form the main entrance building to the Aotea Station (herein referred to as the â€˜Main Station Structureâ€™)) (refer to Figure 1-2 below)1.

Figure 1-2 Indicative Aotea Station indicating length of underground station box with the associated above-ground Main Station structure at Wellesley Street, entrance structures at Victoria Street and the Kingston Street Plenum.

Auckland Transport (AT) has obtained a resource consent for an Over Station Development (OSD) on the Bledisloe Car Park site (Council Reference R/LUC/2016/2647). The proposal involves the construction of a 24-level building comprising offices, retail and food and beverage tenancies, and public features including a plaza and a through site link. The proposed OSD is not part of the Link Alliance contract and will be progressed separately by AT.

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Construction Noise and Vibration Delivery Work Plan Given the nature and scale of the Aotea Station construction, works will be undertaken in a staged manner, involving: ·

Five stages of early works (canopy removal, network utility relocation and site establishment work), being undertaken from October 2019 to March 2020 (Stages 1 to 3) and December 2019 through to August 2020 (Stages 4 and 5); these works have been authorised by separate Outline Plans (Council ref. OPW60345651 and OPW60348747); Main construction works (the ‘Aotea main works’) involving construction of the station box, associated above ground structures, mined tunnels for the rail tracks, internal finishing’s, structural fitout, all Mechanical, Electrical, Fire and Hydraulic (MEFH) installation, and architectural finishing’s2. The Aotea main works will be undertaken from early-2020 through to late-2023; and Ground reinstatements (from late-2022) and urban realm improvements. These works will be described in a future Outline Plan2.

Refer to Section 2 of the Construction Environmental Management Plan (CEMP) for a detailed description of the Aotea main works.

1.2 CNV DWP Staging To reflect the staged construction approach for Aotea Station, CNV DWPs will be developed in stages. This CNV DWP addresses the Aotea Station main works, which are detailed in the Project Construction Environmental Management Plan and summarised in Section 2 of this DWP. DWPs will also be prepared for the Bluestone Wall reconstruction on Albert Street and public realm reinstatement.

1.3 Purpose of the CNV DWP In accordance with CRL designation Condition 36, the purpose of this CNV DWP is to identify and provide for implementation of the Best Practicable Option (BPO) to avoid, remedy or mitigate adverse noise and vibration effects resulting from construction during the Aotea Station main works. It identifies the noise and vibration performance standards that must, where practicable, be complied with and details the management and control methodologies to be implemented in order to achieve compliance. Where compliance cannot be achieved, the CNV DWP identifies BPO mitigation measures to be implemented on a site specific basis. This CNV DWP will be implemented throughout the entire construction period and will be the primary tool for the management of construction noise and vibration effects resulting from the Aotea Station main works. It is a ‘living document’ which may be updated as the project progresses and working conditions become clearer. If for example, construction method changes mean that the noise and vibration effects at an affected property are either reduced or maintained at the same level as a result of implementing the mitigation measures described in this CNV DWP, it is not 2

It is noted the architectural finishing component of works (the exterior look and feel of the Aotea Station) will occur during Phase 5 of the Aotea main works (approx. 2022 – December 2023). These finishings are still being designed and determined. Once designs are completed a separate Outline Plan and suite of DWP’s will be prepared, describing the finishings and other urban realm reinstatements, including ground reinstatement. That Outline Plan package will address the relevant Urban Design related Designation conditions (Condition 47 – 54).

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Construction Noise and Vibration Delivery Work Plan intended to re-submit the CNV DWP to Auckland Council for re-approval (the DWP review process is set out in Section 1.6 below). This CNV DWP has been developed to enable consultation with and feedback from the Aotea Community and Business Liaison Group (CLG); and has been reviewed by Independent Peer Reviewer (IPR) prior to submission to Auckland Council (as per designation conditions 7 and 11, and condition 19 of the resource consent conditions). A record of consultation outcomes (CLG and IPR) is included in Appendix I. This CNV DWP forms part of the CEMP for the Project.

1.4

Relevant Conditions

Table 1 identifies the designation conditions relevant to this CNV DWP and where they are addressed in the document. Table 1 Construction noise and vibration conditions and location in the CNV DWP

Condition Number

Relevant Section of DWP

Condition Communications – Notable Noise and Vibration Receivers

16.1

16.2

A SSCNVMP shall be prepared for all Notable Noise and Vibration Receivers (refer Condition 39). As part of the SSCNVMP (and further to Condition 15 of this designation), the Requiring Authority shall undertake communication and consultation, as soon as reasonably practicable (and at least once following confirmation of construction timing and methodology), with any Notable Noise and Vibration Receivers located within 200 metres of blasting, or within 100 metres (either horizontally or vertically) of the designation footprint for other construction activities. Communication and consultation with these parties should focus on a collaborative approach to manage the adverse effects from construction noise and vibration while works are undertaken in the vicinity.

7.1

The Requiring Authority shall undertake on-going communication and consultation with notable noise and vibration receivers throughout the duration of construction occurring in the vicinity. This communication shall be reported back to the “key contacts” (see Condition 13) and the Auckland Council Consent Monitoring officer for their review and confirmation of any further action to be undertaken. The Auckland Council Consent Monitoring Officer shall advise the Requiring Authority of its recommendation within 10 working days of receiving this information from the Requiring Authority.

7.1

Project Standards - Construction Noise

Construction noise shall comply with the following Project Standards (unless otherwise provided for in a SSCNMP which is approved under Condition 37, 39 or 40):

31.1

Receiver Type

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Monday to Saturday

Sundays and Public Holidays

At all other times

0700 – 2200

2200 – 0700

3.1 (Bear Park not impacted by Aotea works)

Construction Noise and Vibration Delivery Work Plan

Condition Number

Condition Occupied commercial and industrial buildings (including offices)

Sensitive Noise and Vibration Receivers (excluding offices)

75 dB LAeq

65 dB LAeq 1

60 dB LAeq

90 dB LAFmax

80 dB LAFmax2

75 dB LAFmax

Early Childhood Education Centres (whilst occupied during normal opening hours) Bear Park Early Childhood Education Centre at 32 Akiraho Street (whilst occupied during normal opening hours) 31.2

Relevant Section of DWP

35 dB LAeq in sleeping areas

35 dB LAeq in sleeping areas 65 dB LAeq in outdoor playing areas

Construction noise shall be measured and assessed in accordance with the provisions of NZS 6803:1999 8.1 Project Standards - Construction Vibration

33.1

Construction vibration (including blasting) shall comply with the following Project Standards for building damage (unless otherwise provided for in a SSCVMP which is approved under Condition 38, 39 or 40) Longterm 1 Short-term (transient) vibration (continuo us) vibration PPV at PPV at the foundation at a Type of Structure PPV at horizonta frequency of horizontal l plane of plane of highest 50-100 highest 1-10Hz 10-50 Hz floor Hz floor (mm/s) (mm/s) (mm/s) (mm/s) (mm/s) Commercial/ Industrial Residential/ School Historic or sensitive structures

20 – 40

40 – 50

5 – 15

15 – 20

3–8

8 – 10

2.5

Note: 1. Standard DIN 4150-3:1999 defines short-term (transient) vibration as “vibration which does not occur often enough to cause structural fatigue and which does not produce resonance in the structure being evaluated”. Long-term (continuous) vibration is defined as all other vibration types not covered by the short-term vibration definition. 33.2

Construction vibration (including blasting) shall be measured in accordance with German Standard DIN 4150-3:1999.

Project Standards - Construction Vibration (Amenity) 34.1 Page 9

Between the hours of 10pm and 7am vibration generated by construction activities (excluding blasting) shall not exceed: | Aotea Station Main Works

3.2 8.2

Construction Noise and Vibration Delivery Work Plan

Condition Number

Condition

Relevant Section of DWP

(a) a Peak Particle Velocity (PPV) of 0.3mm/s when measured at any part of the floor of any bedroom; (b) a noise level of 35 dB LAeq(15min) when measured in any bedroom.

3.3

Between the hours of 7am and 10pm vibration generated by construction activities (excluding blasting) shall not exceed: 34.2

34.3

34.4

(a) A Peak Particle Velocity (PPV) of 1mm/s as measured on the floor of the receiving room for residentially occupied habitable rooms, bedrooms in temporary accommodation and medical facilities; and (b) A Peak Particle Velocity (PPV) of 2mm/s as measured on the floor of the receiving room for retail and office spaces (including work areas and meeting rooms);

3.3

The limits in 34.1 and 34.2 shall only be investigated and applied upon the receipt of a complaint from any building occupant. They shall not be applied where there is no concern from the occupant of the building.

3.3

Where the limits in 34.1 and 34.2 are found (through measurement) to be exceeded then a SSCVMP shall be prepared for that receiver (Condition 38).

Construction Noise and Vibration DWP For the avoidance of doubt, this condition is applicable to the management of construction noise and vibration on all receivers, including sensitive and notable receivers.

36.1

A Construction Noise and Vibration DWP shall be prepared and implemented. The objective of the Construction Noise and Vibration DWP is to provide for the development and implementation of identified best practicable option to avoid, remedy or mitigate the adverse effects on receivers of noise and vibration resulting from construction.

This DWP

The Construction Noise and Vibration DWP shall: (a) Adopt the noise and vibration standards for construction set out in Conditions 31, 32, 33 and 34 of these designations; 36.2

(b) Be generally consistent with the draft Construction Noise and Vibration management plan submitted as part of the Notice of Requirement documentation (dated 23 August 2013); and (c) Identify methods to achieve best practicable option for mitigating adverse effects.

To achieve this objective, the Construction Noise and Vibration DWP shall include:

36.3

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(a) The roles and responsibilities of the noise and vibration personnel in the contractor team with regard to managing and monitoring adverse noise and vibration effects;

2.3

(b) That piling and road cutting will be restricted to between the hours of 7am to 7pm, Monday to Saturday;

2.3

4.1

(d) Identification of construction activities that are likely to create adverse noise and vibration effects, the location of these in the construction site areas, and the distance to comply with the Project Criteria in Conditions 31, 32, 33 and 34;

(e) The timing of construction activities that are likely to create an adverse noise and vibration effect;

2.1

(f) The location of sensitive noise and vibration receivers;

(g) A record of communication and consultation with sensitive noise and vibration receivers. The record must include a clear explanation of where any comments from sensitive receivers have not been incorporated in the Construction Noise and Vibration DWP, and the reasons why not. This information must be included in the Construction Noise and Vibration DWP provided to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan process specified in Condition 11;

Appendix E

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Construction Noise and Vibration Delivery Work Plan

Condition Number

Condition

(h) Specific measures to address the concerns raised by those sensitive receivers;

Relevant Section of DWP Appendix E

(i) Specific training procedures for construction personnel including: (i) The project noise and vibration performance standards for construction (conditions 31, 32, 33 and 34); (ii) Information about noise and vibration sources within the construction area and the locations of sensitive noise and vibration receivers; and

6.1

(iii) Construction machinery operation instructions relating to mitigating noise and vibration; (j) Methods and measures to mitigate adverse noise and vibration effects including, but not limited to, structural mitigation such as barriers and enclosures, the scheduling of high noise and vibration construction, use of low noise and vibration machinery, temporary relocation of affected receivers or any other measures or offer agreed to by the Requiring Authority and the affected receiver; (k) The proposed methods for monitoring construction noise and vibration to be undertaken by a suitably qualified person for the duration of construction works including:

(i) Updating the predicted noise and vibration contours based on the final design and construction activities; (ii) Confirm which buildings are to be subject to a pre and post building condition survey in accordance with Condition 46. This includes consideration of those buildings in Appendix One and Two to these conditions;

8.4

(iii) The timing and location for monitoring of buildings during construction is required (Note that the flow charts contained in Appendices B and C of Appendix J of the technical noise and vibration report provided as part of the Notice of Requirement should be used as a guide);

(iv) Identifying appropriate monitoring locations for receivers of construction noise and vibration;

Appendix F

(v) Procedures for working with the Communication and Consultation Manager to respond to complaints received on construction noise and vibration, including methods to monitor and identify noise and vibration sources;

(vi) Procedures for monitoring construction noise and vibration and reporting to the Auckland Council Consent Monitoring officer; and

(vii) Procedures for how works will be undertaken should they be required as a result of the building condition surveys;

9.3

(l) Cross references to the specific sections in the Communication and Consultation Plan which detail how landowners and occupiers are to be communicated with around noise and vibration effects.

Site Specific Construction Noise Management Plan (SSCNMP) For the avoidance of doubt, this condition does not apply to MediaWorks 37.1

37.2

The objective of a SSCNMP is to detail the best practicable option to avoid, remedy or mitigate adverse effects on a receiver resulting from construction noise that does not comply with the Project Noise Standards. Further to the Construction Noise and Vibration DWP in Condition 36, a SSCNMP shall be prepared for any receiver or activity for which air overpressure is either predicted or measured to exceed the limits in Condition 32, or where construction noise is either predicted or measured to exceed the Project Noise Standards in Condition 31, except where the exceedance of the standards in Condition 31 is less than 5 decibels and does not exceed : (a) 0700-2200: 1 period of up to 2 consecutive weeks in any 2 months

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Appendix F .

Construction Noise and Vibration Delivery Work Plan

Condition Number

Condition

Relevant Section of DWP

(b) 2200-0700: 1 period of up to 2 consecutive nights in any 10 days 37.3

For predicted exceedances of less than 5 decibels (refer 37.2) monitoring shall be undertaken to confirm the actual noise levels. If exceedance is shown to be more than 5 decibels, or the period exceeds those detailed, then a SSCNMP will be prepared.

37.4

Condition not applicable to Karangahape Road SSCNMPs will identify: (a) The extent to which noise may exceed the Project Noise Standards in Condition 31 or the overpressure limits in Condition 32; (b) The timing and duration of any exceedance; (c) Details of the type of activity causing any exceedance;

37.5

(d) The summary of the communication and consultation undertaken with the receiver. The summary must include a clear explanation of where any comments have not been incorporated, and the reasons why not. This information must be included in the SSCNMP provided to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan process specified in Condition 11; (e) The methods and measures to mitigate noise effects, including but not limited to, potential to offer temporary relocation of affected receivers, alternative ventilation, faรงade sound insulation improvements, building condition surveys in the case of overpressure generated by blast events, or other offers made by the Requiring Authority and whether these have been agreed to by the affected receiver; (f) The reasons why the management and mitigation measures and methods reflect best practicable option.

37.6

The SSCNMP shall be submitted for the review of Auckland Council as part of the Outline Plan. The works shall then be undertaken in accordance with the SSCNMP confirmed by the Requiring Authority as part of the Outline Plan. Site Specific Construction Vibration Management Plan (SSCVMP)

38.1

The objective of a SSCVMP is to detail the best practicable option to avoid, remedy or mitigate adverse effects on a receiver resulting from vibration that does not comply with the Project Vibration Standards.

38.2

Further to the Construction Noise and Vibration DWP in Condition 36, a SSCVMP shall be prepared: (a) For any unoccupied building, structure or infrastructure for which construction vibration is either predicted or measured to exceed the Project Vibration Standards in Condition 33; (b) Where a complaint or concern is raised and the vibration level exceeds the amenity levels of Condition 34.2(a) and 34.2(b); (c) In response to other concerns or complaints where required (refer Condition 17). (d) For the properties listed in Condition 37.4. Where the amenity limits in Conditions 34.2(a) and 34.2(b) are exceeded:

38.3

(a) Best practicable management of vibration must be applied; and (b) The vibration activity shall be scheduled to avoid disturbance. If this is not practicable then reasonable respite periods shall be provided to reduce vibration exposure.

38.4

38.5

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The limits in condition 33 may be relaxed by a SSCVMP but only for a building, structure or infrastructure that has been assessed by a suitably qualified and experienced structural engineer and where it has been deemed to be capable of withstanding higher vibration levels without sustaining building or structural damage, and where appropriate vibration and building condition monitoring regimes are in place. SSCVMPs will identify: (a) The timing and duration of any exceedance; | Aotea Station Main Works

Appendix F

Construction Noise and Vibration Delivery Work Plan

Condition Number

Condition

Relevant Section of DWP

(b) Details of the type of activity giving rise to any exceedance; (c) Site Specific vibration criteria that addresses the issue(s) of concern (i.e. building damage, amenity and sensitive equipment). Site Specific criteria shall be determined by a suitably qualified independent vibration expert; (d) The summary of the communication and consultation undertaken with the receiver. The summary must include a clear explanation of where any comments have not been incorporated, and the reasons why not. This information must be included in the SSCVMP provided to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan process specified in Condition 11; (e) The methods and measures to mitigate vibration effects, including but not limited to, investigating alternative low-vibration construction methods, undertaking high-vibration works outside sensitive times, vibration barriers, building condition surveys, potential to offer temporary relocation of affected receivers, or other offers made by the Requiring Authority and agreed to by the affected receiver. (f) The reasons why the management and mitigation measures and methods reflect best practicable option. 38.6

The SSCVMP shall be submitted for the review of Auckland Council. The works shall then be undertaken in accordance with the SSCVMP confirmed by the Requiring Authority as part of the Outline Plan. Notable Noise and Vibration Receivers

39.1

Further to Condition 36, the Requiring Authority and its contractor, in conjunction with a suitably qualified expert, shall work collaboratively with each notable receiver during the preparation of a SSCNVMP to confirm the extent and management of adverse effects on each Notable Receiver.

39.2

In addition to the Construction Noise and Vibration DWP, a SSCNVMP shall be prepared for each identified Notable Receiver. The objective of the SSCNVMP is to detail the best practicable option to avoid, remedy or mitigate adverse noise and vibration effects on each Notable Receiver.

39.3

The Requiring Authority shall consult with the notable receiver throughout the duration of construction and update the SSCNVMP as required to achieve the objective in 39.2.

39.4

The SSCNVMP shall include: (a) The level at which noise and vibration effects on the notable receiver will unreasonably interfere with its operation. This will enable development of the site specific criteria. (b) Construction activities and equipment which are likely to create adverse noise and vibration effects and the location and timing of these in relation to the notable receiver; (c) The methods and measures associated with the worksite including, but not limited to, structural mitigation such as barriers and enclosures, use of low noise and vibration machinery and the scheduling of high noise and vibration construction; (d) The methods and measures associated with the notable receiver building or operation including, but not limited to, potential for isolation of sensitive areas and equipment, dampening of reradiating surfaces and temporary relocation of affected receivers that are proposed to minimise adverse noise and vibration effects on the notable receiver; (e) Details about the methods to be adopted by the Requiring Authority to minimise construction noise and vibration effects on the notable receiver and the anticipated effectiveness of those methods; (f) A summary of the communication and consultation undertaken with the notable receiver. The summary must include a clear explanation of where any comments have not been incorporated and the reasons why not. (g) Offers made by the Requiring Authority to the notable receiver to mitigate effects and the response by the operators, such as relocation, and whether those offers were accepted or not by the notable receiver;

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Appendix F

Construction Noise and Vibration Delivery Work Plan

Condition Number

Condition

39.5

If the parties cannot agree on any of the matters above they shall each appoint a suitably qualified and independent expert, who shall jointly appoint an independent and suitably qualified third expert who shall certify the following matters to be included in the SSCNVMP: (a) The level at which noise and vibration effects on the notable receiver unreasonably interfere with its operation (the certified noise and vibration limit); (b) The mitigation methods and measures within the worksite (at source) including, but not limited to, structural mitigation such as barriers and enclosures, use of low noise and vibration machinery and the scheduling of high noise and vibration construction; (c) The mitigation methods and measures at the notable receiver including but not limited to: isolation of sensitive areas and equipment; dampening of reradiating surfaces; any response to such offers; and temporary relocation of affected receivers; (d) Whether or not the mitigation methods and measures reflect best practicable management; and (e) Whether or not the residual effects are likely to cause significant disruption to the activities of the notable receiver.

39.6

Following the above process the SSCNVMP shall be submitted for the review of Auckland Council as part of the Outline Plan. For the avoidance of doubt, the Requiring Authority shall not be entitled to make any changes to the SSCNVMP through the Outline Plan process following any agreement reached with the notable receiver and/or through the above certification process without the consent of the notable receiver. The works shall then be undertaken in accordance with the SSCNVMP confirmed by the Requiring Authority as part of the Outline Plan process.

1.5

Relevant Section of DWP

Sustainability

City Rail Link Limited (CRLL) is seeking an Infrastructure Sustainability Council of Australia (ISCA) Infrastructure Sustainability (IS) Rating. Further details can be found in the Project CEMP and Sustainability Rating Management Plan. Project sustainability requirements that relate directly to this CNV DWP are included in Appendix A. These requirements are imbedded within this CNV DWP to ensure that sustainability is a key focus and ‘the way we do things’. In some cases, the IS requirements and sustainability goals enhance the designation and consent requirements.

1.6

CNV DWP Review and updates

This CNV DWP is a live document that will be reviewed at least annually, or as a result of a material change to the project, or to address unforeseen adverse noise and vibration effects arising from construction, or unresolved complaints. Any material changes to this CNV DWP must be approved by Auckland Council prior to any on-site activity reliant upon the change commencing. Refer to the CEMP for further detail on the review and updating process.

1.7

CNV DWP Author

This CNV DWP has been prepared by Joe Grimes, Senior Acoustic Consultant at AECOM and reviewed by Claire Drewery the nominated Acoustics Specialist for the Project. Claire has 17 years’ professional experience as an acoustic consultant, and she holds a Diploma in Acoustics and Noise Control. Joe and Claire are Members of the Institute of Acoustics (IOA).

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Construction Noise and Vibration Delivery Work Plan

2. Aotea Station Main Works 2.1 Overview of Works The Aotea main works will involve three main phases of works. Each phase of works involves multiple construction activities which will be undertaken throughout the Aotea Project site in phases. The phases associated with the Aotea main works involve; · · ·

Foundation works to form the perimeter walls of the station box and underground running tunnels. This involves diaphragm wall construction, roof construction, piling and jet grouting; Construction of the Aotea Station platforms, Main Station Structure, concourse, entrance structures and Plenum, and; Structural fitout of the Aotea Station including MEFH installation, and internal and architectural finishing’s.

The works require the operation of a Construction Support Area (CSA) within the Bledisloe House car park site and a portion of Mayoral Drive. Equipment used to undertake these works will be predominantly situated in the CSA. Upon completion of the Aotea main works, the area will be repurposed in preparation for urban realm reinstatement works2. The methodology for the construction of the Aotea Station is predominantly based on a ‘top down’ and ‘bottom up’ approach. The ‘top down’ approach relates to the southern end of Albert Street (south of Durham Street) and involves the installation of the ‘roof structure’ early on, which enables a limited number of traffic lanes to operate concurrently with the construction of the station, which occurs beneath. This approach reduces the construction effects on traffic flow within the city centre. The tunnel alignment on the northern end of Albert Street (north of Durham Street) will be constructed using a ‘bottom up’ methodology. A detailed description of the Aotea main works is included in the CEMP and includes; · · ·

an overview of the works including indicative timeframes in Table 2-1. the construction sequencing including equipment and earthworks volumes for the works in Table 2-2. further detail of the CSA in Section 2.6.2 of the CEMP. Drawings indicating the staging of the construction activities and proposed layout of the CSA is provided as Appendix B.

It is noted that the Bluestone Wall reconstruction works (Condition 45 of Designation 2500-1), public realm reinstatement works and details of architectural finishing’s for the Aotea Station (Condition 47 – 54 of Designation 2500-1), will form part of separate Outline Plan packages to be prepared in the future prior to the commencement of the respective works2.

2.2 Programme The Aotea main works are anticipated to take approximately 45 months to complete, occurring from April 2020 to December 2023 (approximately) as detailed in Table 2-1 in Section 2.2 of the CEMP. Some construction activities outlined in each phase of the Aotea main works will occur in parallel.

2.3 Hours of Operation Construction works will generally be undertaken between 7am and 10pm Monday to Saturday. Page 15

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Construction Noise and Vibration Delivery Work Plan Designation Condition 36.3(b) requires piling and road cutting to be restricted to between the hours of 7am to 7pm, Monday to Saturday. Concrete pouring associated with the roof structure for the station may be undertaken during evenings and night times.

2.4 Key personnel The key personnel responsible for this CNV DWP are identified in Table 2. Refer to the CEMP for further detail on roles and responsibilities. Table 2 Key personnel and contact details

Role

Name

Organization Phone

Aotea Station Project Manager

Matt Sinclair

Link Alliance

0276755785

Matt.sinclair@linkalliance.co.nz

Acoustics Specialist

Claire Drewery

Link Alliance

021821025

Claire.drewery@aecom.com

Noise and Vibration Monitoring

Joe Grimes

Link Alliance

021584926

Joe.grimes@aecom.com

Noise and Vibration Monitoring â€“ Trained Site Personnel

Maria Aguiar

Link Alliance

021972890

Maria.aguiar@linkalliance.co.nz

All personnel working on the Project, including subcontractors, are responsible for following the requirements of this CNV DWP. They must be briefed on this CNV DWP and sign an induction form and any noise and vibration schedules that relate to the work they will be carrying out.

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Construction Noise and Vibration Delivery Work Plan

3. Construction Noise and Vibration Criteria 3.1 Construction Noise Criteria Construction noise will be measured and assessed in accordance with New Zealand Standard NZS6803:1999 “Acoustics – Construction Noise”. Construction noise will be managed to comply with the Project Standards (unless otherwise provided for in an approved in the Site-Specific Construction Noise Management Plan (SSCNMP)). The Project Standards for construction noise are specified in CRL designation condition 31 and provided in Table 3. These noise levels are applicable 1m from any building facade. Table 3 Construction Noise Limits Monday to Saturday 0700 – 2200

Sundays and Public Holidays 0700 – 2200

All other times 2200 – 0700

Occupied commercial and industrial buildings (including offices)

75 dB LAeq

Sensitive Noise and Vibration Receivers (excluding offices)

75 dB LAeq

65 dB LAeq

60 dB LAeq

90 dB LAFmax

80 dB LAFmax

75 dB LAFmax

Receiver type

Note: Sensitive receivers (usually building occupants) whose amenity needs to be considered with regards to noise and/or vibration effects; includes but is not limited to dwellings, hotels, educational facilities (including day care facilities), hospitals, places of worship, laboratories, studios, theatres and auditoria.

Section 4.1 of the CNV DWP details equipment and associated noise levels for construction activities. Section 8 of the CNV DWP details how construction activities will be measured/assessed against the noise criteria. If any construction activity cannot practicably comply with the limits in Section 3.1, a SSCNMP will be prepared in accordance with designation condition 37 (refer to Table 1 in Section 1.4 of this CNV DWP).

3.2 Vibration Criteria – Building Damage Construction vibration will be measured and assessed in accordance with German Standard DIN 4150-3:1999 “Structural Vibration – Part 3 Effects of Vibration on Structures”. Construction vibration will be managed to comply with the Project Standards for building damage (unless otherwise provided for in an approved in the Site-Specific Construction Vibration Management Plan (SSCVMP)). The limits for construction vibration are specified in CRL designation condition 33 and provided in Table 4. Table 4 Construction Vibration Limits - Building Damage Long-term (continuous) vibration

Short-term (transient) vibration* Type of structure

PPV at the foundation at a frequency of:

PPV at horizontal plane of highest floor (mm/s)

PPV at horizontal plane of the highest floor (mm/s)

1 – 10 Hz (mm/s)

10 – 50 Hz (mm/s)

50 – 100 Hz (mm/s)

Commercial / Industrial

20-40

40-50

Residential / School

5 – 15

15 – 20

Historic or sensitive

3–8

8 – 10

2.5

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Construction Noise and Vibration Delivery Work Plan Long-term (continuous) vibration Type of structure PPV at horizontal plane PPV at horizontal plane of PPV at the foundation at a frequency of: of highest floor the highest floor structures (mm/s) (mm/s) * DIN 4150-3:1999 defines short-term (transient) vibration as “vibration which does not occur enough to cause structural fatigue and which does not produce resonance in the structure being evaluated” Long-term (continuous) vibration is defined as all other vibration types not covered by the short-term vibration definition. Short-term (transient) vibration*

Section 4.2 of the CNV DWP details equipment and vibration emission radii for construction activities. Section 9 of the CNV DWP details how construction activities will be measured/ assessed against the vibration criteria. If any construction activity cannot practicably comply with the limits outlined in Table 4, a SSCVMP will be produced in accordance with designation condition 38 (refer to Table 1 in Section 1.4 of this CNV DWP).

3.3 Vibration Criteria – Amenity 3.3.1. Day time criteria Between the hours of 7am and 10pm vibration generated by construction activities (excluding blasting) shall not exceed: a

A Peak Particle Velocity (PPV) of 1mm/s as measured on the floor of the receiving room for residentially occupied habitable rooms, bedrooms in temporary accommodation and medical facilities; and A Peak Particle Velocity (PPV) of 2mm/s as measured on the floor of the receiving room for retail and office spaces (including work areas and meeting rooms); Designation Condition 34.3 states that the limits identified in Sections 3.3.2 and 3.3.1 of this CNV DWP need only be investigated and applied upon the receipt of a complaint from any building occupant. They shall not be applied where there is no concern from the occupant of the building.

3.3.2. Night time criteria Night time works are expected to take place for tunnel mining and associated support works. If any work occurs between the hours of 10pm and 7am, vibration generated by construction activities (excluding blasting) shall not exceed: c d

a Peak Particle Velocity (PPV) of 0.3mm/s when measured at any part of the floor of any bedroom; a noise level of 35 dB LAeq(15min) when measured in any bedroom.

The limits detailed in sections 3.3.1 and 3.3.2 are only applicable upon the receipt of a complaint from any building occupant. They are not applicable where there is no concern from the occupant of the building. If a complaint occurs, and the limits are found (through measurement) to be exceeded then a SSCVMP shall be prepared for that receiver.

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4. Equipment Noise and Vibration Source Data 4.1 Noise Sources Various construction activities and pieces of equipment will act as noise sources on site. Table 5 details predicted noise levels from the likely significant noise sources at various receiver setback distances. The noise data has been taken from British Standard 5228-1:2009 â€œCode of practice for noise and vibration control on construction and open sitesâ€?, manufacturers data or the AECOM database of noise measurements. The noise levels do not account for mitigation. The noise levels detailed in Table 5 are placeholders, and actual equipment noise levels and model numbers will be recorded and updated within the table when work commences. Updates will be provided as an appendix to this CNV DWP. The noise levels detailed in Table 5 allow identification of the need for mitigation or management to achieve compliance with the Project noise criteria. Section 6 of this CNV DWP provides details of management procedures and mitigation measures. A summary of equipment used for each stage of works has been provided in Appendix J. Table 5 Equipment noise levels

Sound Pressure Level (dB LAeq) 10 m 20 m 50 m 78 72 64

Sound power level (dB LWA) 106

5m 84

Hydro fraise cutter (100T)

114

Bored pile rig

111

Concrete breaker

120

Concrete pump truck

103

Concrete trucks

107

Crawler crane (110-130T)

103

Gantry crane (50T)

450T crane

106

Mobile crane

110

Excavator (8-25T)

111

Generators

Plate compactors

110

Roller compactors (8T-14T)

107

Tipper trucks

107

Equipment Bentonite/Polymer batch plant

Noise contour maps showing predicted construction noise levels at receivers adjacent to the work sites are presented in Appendix C.

4.2 Vibration Sources Page 19

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Construction Noise and Vibration Delivery Work Plan Some construction activities are predicted to generate high levels of vibration including excavation, compaction and breaking. Table 6 summarises the setback distance from each of these activities inside of which exceedance of the building damage criteria detailed in Section 3.2 of this CNV DWP may occur at the foundation of receiving buildings. The table will be kept up to date and be representative of the actual equipment on-site and include the results of on-site vibration monitoring. The vibration monitoring procedure is detailed in Section 8.2 of this CNV DWP. Table 6 Vibration emission radii for building damage criteria

Vibration Criteria Radii (m)

Commercial (20 mm/s) 0.3

Residential (5 mm/s) 1.2

Historic / Vibration Sensitive (3 mm/s) 2.0

Roller Compactor

2.1

8.4

14.0

Bored Piling

1.6

6.4

10.7

Excavator

1.2

4.7

7.8

Truck

0.2

0.9

1.5

Mobile Crane

0.3

1.1

1.8

Concrete breaker

0.1

0.5

0.8

Equipment Plate Compactor

Vibration contours showing the distance at which the building damage criteria is predicted to exceeded based on the highest vibration generating equipment are presented in Appendix D.

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5. Affected Parties / Notable Receivers 5.1 Noise Table 7 identifies buildings where construction activities are predicted to exceed the Project noise limits. Predictions include a 2.4m high hording around the construction sites, with the exception of some properties where a 3m high barrier is recommended. A Site-Specific Construction Noise Management Plan (SSCNMP) is required for these properties and has been prepared in accordance with designation condition 37 (refer to Table 1 in Section 1.4 of this CNV DWP) dependent on activities and building type. Table 7 Buildings predicted to receive airborne noise levels exceeding the Project noise limits Address

Building type/ comments

99 Albert Street (AA Lobby)

Commercial

109-125 Albert Street

Mixed Use

44-52 Wellesley Street W

Commercial

11 Mayoral Drive

Commercial

62 Victoria Street W

Commercial

135 Albert Street

Commercial

37 Wellesley Street W

Residential

103-107 Albert Street

Residential

128 Albert Street

Residential

53-63 Victoria Street W

Commercial

66 Victoria Street W

Commercial

67 Victoria Street W

Commercial

120 Albert Street

Commercial

24 Wellesley Street W

Commercial

98-102 Albert Street

Mixed Use

68 Victoria Street W

Commercial

87-89 Albert Street

Commercial

92 Albert Street

Education 1

291-297 Queens Street

Theatre

27-35 Victoria Street W

Residential

37-43 Victoria Street W

Commercial

50 Mayoral Drive

Theatre

85 Albert Street

Commercial

83 Albert Street

Car Park

4 Kingston Street

Commercial

76 Albert Street

Commercial

65 Albert Street

Car Park

6-12 Kingston Street

Courthouse

16 Kingston Street

Empty

74 Albert Street

Commercial

63 Albert Street

Residential

38 Wyndham Street

Commercial

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Address

Building type/ comments

Note 1: Notable receiver

5.2 Vibration â€“ Building Damage Table 8 identifies the buildings that may be at risk of exceeding the building damage vibration limits. Historic buildings have been determined from discussions with the Built Heritage specialist. A Site-Specific Construction Vibration Management Plan (SSCVMP) will be prepared in accordance with designation condition 38 (refer to Table 1 in Section 1.4 of this CNV DWP) for receivers where vibration is predicted to exceed the building damage vibration limits. Table 8 Buildings predicted to exceed Project vibration limits Address

Building Classification

Location of Source

11 Mayoral Drive

Historic/Vibration Sensitive

D-Wall, Roof Construction

109-125 Albert Street

Residential/Mixed Use

D-Wall, Roof Construction

74 Albert Street

Residential/Mixed Use

Bored Piling, Bottom Up Construction

Residential/Mixed Use

Bored Piling, Bottom Up Construction

Historic/Vibration Sensitive

Bored Piling, Bottom Up Construction

98-102 Albert Street

Historic/Vibration Sensitive

Bored Piling, Roof Construction, Bottom Up Construction

4 Kingston Street

Residential/Mixed Use

Bored Piling, Bottom Up Construction

83 Albert Street

Commercial

Bored Piling

38 Wyndham Street 65 Albert Street

Note 1: Notable Receiver

5.3 Site Specific Construction Noise and Vibration Management Plan (SSCNVMP) The designation conditions allow for SSCNMPs and SSCVMPs to be combined to form SSCNVMPs. The SSCNVMP in Annex F therefore considers both noise and vibration.

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6. General Management Procedures and Mitigation Measures The proposed works have the potential to exceed the relevant construction noise and vibration limits at the closest receivers. To avoid/minimise exceedances it is vital that appropriate mitigation methods and measures are utilised. This DWP identifies the methods to achieve best practicable option for mitigating adverse effects during the construction works. These methods and measures will include, but not be limited to, those detailed in this section of the CNV DWP.

6.1 Training Procedures relating to environmental training, including noise and vibration site management procedures are detailed within the CEMP for the Aotea main works. As a minimum before commencing work on site all personnel will receive training based on this CNV DWP and relevant to their scope of works. If required, specific training will be provided for site personnel. Training will cover: ·

Roles and responsibilities for managing noise and vibration.

Familiarisation with noise and vibration limits.

Details of noise and vibration sources on-site.

Noise and vibration mitigation and management procedures.

Location of sensitive and notable receivers.

Construction noise and vibration effects on receivers.

Details of any operational requirements and constraints identified through communication and consultation.

Complaints management procedures.

6.2 Construction Vehicles, Traffic and Deliveries Noise mitigation methods and measures for construction vehicles, traffic and deliveries shall include, where practicable

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Fitting engine exhausts with silencers.

Using broadband reversing alarms.

Minimising slamming doors.

Minimising speed and engine revs.

Controlling / limiting noise from vehicle stereos being operated on site.

Minimising the use of horns.

Turning engines off when stationary for extended periods of time.

Placing bedding layer or resilient liner in truck trays

Using rubber seals around tailgates.

Minimising track squeal from tracked equipment such as excavators, by maintaining tracks regularly. | Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan

6.3 Plant and Equipment Designation Condition 21.1 (m) requires that site offices and less noisy construction activities be located at the edge of the construction yards where practicable (refer to the CEMP for further detail on the layout of the Construction Support Areas). Plant and equipment noise and vibration mitigation methods and measures shall include, where practicable:

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Selecting plant and equipment with low noise and vibration emission levels.

Turning off plant and equipment or throttle them down to a minimum when not in use.

Selecting appropriately sized equipment for the task.

Electric motors could be used as a substitute for diesel engines where practicable.

Using mufflers and engine covers/screens where appropriate.

Ensuring equipment is operated in the correct manner and correctly maintained, including replacement of engine covers, repair of defective silencing equipment, tightening of rattling components, repair of leakages in compressed air lines and shutting down of equipment not in use.

Avoiding, where practicable, the night-time use of equipment which generates impulsive noise, including: o

impact piling

dropping materials from a height

metal-to-metal contact on equipment.

Minimising drop height of materials when transferring (e.g. loading and unloading vehicles and storage areas).

Enclosing generators with an effective muffler.

Using power from Vector Electricity Network rather than from generators.

Reducing noise and vibration emissions from plant that has the potential to exceed the criteria by installing silencers, vibration isolation or other appropriate mitigation.

Maximising the distance between the engine exhausts of fixed plant and the nearest sensitive building façade.

Placing tools and equipment on the ground, rather than dropping.

Covering surfaces with resilient material where tools / equipment are placed.

Not dragging equipment on the ground.

Minimising the need for striking bare metal with tools.

Where spoil is being loaded into a dump truck, or fill materials are being unloaded from a dump truck, position the truck to minimise tracking movements.

Managing noise generated from the use of concrete, including by limiting noise generated by aggregate loading or by hammering the mixing.

Using broadband reversing alarms on all mobile equipment. | Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan ·

Crane and secure loads using straps rather than chains where safe and practicable.

Locate plant and equipment away from sensitive areas, such as next to residential buildings, to maximise distance from affected parties. Where this is not possible restricted hours of operation should be considered.

6.4 Pneumatic Breakers Noise and vibration mitigation methods and measures for breaking activities shall include, where practicable: ·

Selecting equipment for the job that takes into account the need to minimise the length of time taken to complete the operation and minimise noise generation.

Not “blank” firing the hammer. The activating valve should only be operated with the hammer in contact with the surface to be broken.

Keeping breaker bushes and shafts greased as necessary.

Using the correct chisel / tip shape for the type of material being broken.

Using acoustic screens which block line of sight between breaker and sensitive receivers where work is contained within a compact area.

6.5 Piling and Compaction Noise and vibration mitigation methods and measures for piling and compaction activities shall include, where practicable: ·

Minimising cable slap and chain clink.

Providing mufflers and engine covers/screens on plant where appropriate.

Removing obstructions which may exacerbate vibration transmission where appropriate, prior to piling operations.

Minimise alternating rotation of the bored piling auger to loosen spoil into the muck bin. Shaking the ‘kelly bit’ connection creates a very loud banging that can result in noise complaints.

6.6 Noise Barriers and Enclosures Noise barriers or enclosures will be used in areas where the noise limits are predicted to be exceeded, and where they provide effective mitigation. Noise barriers will generally only be effective for ground floor receivers where noise levels would be reduced by approximately 10 dBA. For a noise barrier to be effective it must physically obstruct line of sight between the noise source and receiver. Receivers on the first floor and above will be able to see over the noise barrier and it will provide little attenuation. An effective noise barrier is constructed as follows:

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Positioned to physically obstruct line of sight between the construction work and receiver, where this is practicable.

Positioned as close as practicable to the noisy construction activity. | Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan ·

Abutted or overlapped to provide a continuous screen with no gaps at the base or between panels.

Be a minimum of 2.4m high.

Noise barriers may be constructed from plywood with a minimum surface mass of 10kg/m2. Proprietary products such as Flex Shield are available that have a lower surface mass but provide the same or better levels of noise attenuation. Flex Shield barriers shall be utilised during utilities relocation and piling due to the temporary/ mobile nature of these works. A mobile noise barrier with a minimum height of 3m will be positioned inside the permanent 2.4m noise barrier during noisy activities outside sensitive receivers. Activities that require a barrier with height greater than 2.4m are identified in the relevant SSCNMP’s. Noise enclosures should be utilised where practicable as they provide better attenuation to receivers above ground floor level. Where enclosures are proposed their design will be agreed with the Project Acoustics Specialist.

6.7 Traffic tyre noise Vehicle movements may cause temporary decks, steel plates and manholes to rock or move, giving rise to nuisance noises. Sharp changes in the level of the road surface may result in tyre noise. Link Alliance will use the following methods to reduce noise from these sources so far as reasonably practicable, especially where the noise source will exist for long periods: ·

Firmly fix traffic decks to the road or other structural elements to prevent motion.

Placing rubber beneath traffic decks and steel road plates where movement occurs.

Providing smooth transitions between changes in road surface level.

Ensuring manhole covers are fitted correctly.

6.8 Scheduling of Activities Scheduling of construction activities can be a key tool for managing construction noise and vibration effects. The time of day and the duration of the construction activities will be adjusted after consultation, where possible, to avoid particularly sensitive times for affected receivers. Consideration will also be given to respite periods and avoidance of activity on certain days (if requested by affected neighbours), where practicable. Night time disturbance to nearby residential receivers will be reduced by carrying out noisy activities during the day.

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7. Communication 7.1 Communication Good stakeholder communication practices are a key component for the management of noise disruption from construction activities. Prior to construction commencing, clear communication channels will be established between the project team and those in the community potentially most affected by construction activities. It is important that information is provided in a transparent and consistent manner in relation to exposure, duration, mitigation and management measures. Designation Condition 36.3(g) requires a record to be kept of communication and consultation with sensitive receivers with regard to construction noise and vibration impacts. Designation Condition 16.1 requires that communication and consultation is undertaken, as soon as reasonably practicable (and at least once following confirmation of construction timing and methodology), with any Notable Noise and Vibration Receivers located within 100 metres of the designation footprint. A record of consultations is provided in Appendix E of this CNV DWP. The record includes details of when the communication/ consultation occurred, what the comments were from the sensitive receivers, where the comments have been incorporated into the CNV DWP. On-going communication and consultation will be undertaken with notable noise and vibration receivers throughout the duration of construction occurring in the vicinity. This communication will be reported back to the “key contacts” (see designation Condition 13) and the Auckland Council Compliance Monitoring officer for their review and confirmation of any further action to be undertaken. The Aotea Station Stakeholder and Communication Manager has a key responsibility to keep the community informed of construction activities. The following methodology sets out expectations for stakeholder communication with regards to noise and vibration generated by the construction works, with further detail provided in the Communication and Consultation Plan:

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A contact person will always be available during works, and the project contact details will be prominently displayed at the entrance to the site(s) so that they are clearly visible to the public.

Individual notification shall be provided and meetings offered to all neighbours that are predicted to experience noise or vibration levels that exceed the limits detailed in Section 3 of the CNV DWP after the BPO mitigation as detailed in Section 6 has been applied. Where it is impractical to avoid an exceedance, communication and consultation shall be undertaken with the receiver to identify methods and measures to mitigate the adverse effects of construction, including identifying why the selected management and mitigation measures and methods reflect the best practicable option.

Written notification to raise awareness of the works, the required construction activities and their duration should be provided at least 20 working days prior to the commencement of the works.

The Aotea Station Stakeholder and Communication Manager will make contact with the affected and notable receivers identified in Table 7 and Table 8 to engage in a consultative

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Construction Noise and Vibration Delivery Work Plan process prior to construction. This may involve a face to face meeting or be carried out over the phone as suits the needs of the receiver. The Link Alliance will provide the affected and notable receivers identified in Table 7 and Table 8 with the following information: -

An overview of the works proposed, including duration, activities to be undertaken, potential impacts etc.;

The site and facilities layout;

Dates for key milestones (road closures, site establishments and disestablishment etc.); and

Project contact details for general queries or complaints.

Where changes are made to any of the above items, in particular to hours of operation or to likely duration of the operation, the affected and notable receivers identified in Table 7 and Table 8 will be notified. ·

As required, ongoing engagement throughout the works with Notable Noise and Vibration receivers and any other neighbours raising concerns.

Regular notifications (at least monthly) will be provided to affected receivers with an update on the progress of the works, and the specific activities (including locations) due to be undertaken next.

A record will be kept of all communications in Appendix E of this CNV DWP.

All concerns and complaints regarding construction noise and vibration will be dealt with in accordance with Section 7.2 of this CNV DWP.

7.2 Complaints Procedure Procedures relating to environmental complaints are detailed within Section 7 of the Communication and Consultation Plan. All complaints will be addressed in accordance with these procedures and a record maintained in a Project Complaints Register. Complaints will be dealt with in a responsible manner to ensure a relationship of trust and reliability between the community, the Link Alliance and CRLL is developed. The project will be contactable 24/7 through the Freephone number. Link Alliance shall ensure that: · ·

The Link Alliance Communications and Engagement Team handles all complaints that arise on the project. The community is notified of the project contact details through which complaints can be made. This will include the website, works notifications, onsite signage and project publications and newsletters. Link Alliance staff shall be briefed on the complaints process and are prepared to receive complaints through the Freephone number, by email, in writing or through face to face contact.

The process for managing complaints is set out in Table 9. Page 28

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Construction Noise and Vibration Delivery Work Plan Table 9 Complaints management process Stage 1 2

3 4

7 8

Description All complaints are forwarded to the Link Alliance Aotea Communications & Engagement Team. The Aotea Communications and Engagement Team acknowledges the complaint on day of receipt by phone or in writing. If the Communications Engagement Team is not available, the Link Alliance Aotea Station Project Manager or another member of the project team shall acknowledge the complaint. The contact details and details of the complaint are entered into the CRM database. Acknowledgement of a complaint is provided on day of receipt. Response timeframes are listed in Section 7 of the Communication and Consultation Plan. The Link Alliance Aotea Communications and Engagement Team shall work closely with the Link Alliance Aotea Station Project Manager or Construction Manager to resolve complaints. They are proactive in keeping complainants informed of what action is being taken to address their concerns. If a complaint cannot be resolved within the complaints process timeframe, the complainant is invited to a meeting with the Link Alliance Communications and Engagement Manager and the Aotea Station Project Manager (or their delegated nominees). Resolution timeframes should be agreed at this meeting. All meetings shall be recorded in the CRM database to ensure that a complete record of times, dates and location of meetings is maintained. When a complaint is resolved it shall be ‘closed out’ as an action in the CRM. Each month a record of complaints activity will be reviewed by the Link Alliance Aotea Community Manager to check that all actions have been closed out. Complaints data is reviewed regularly by the Link Alliance Communications and Engagement Manager.

7.2.1. Auckland Council Reporting In accordance with the designation and resource consent conditions, a record of complaints shall be maintained on-site and be available to the Auckland Council Compliance Monitoring Office on Request (refer Section 5.2 of the Communication and Consultation Plan). The record shall be provided to Auckland Council every two months (or as otherwise agreed) and to the “key contacts” listed in the CEMP. Where a complaint remains unresolved or a dispute arises, the Link Alliance shall provide the Auckland Council Compliance Monitoring Officer with all records of the complaint and how it has been dealt with and addressed and whether the Requiring Authority considers that any other steps to resolve the complaint are required.

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8. Monitoring 8.1 Noise Construction noise will be measured and assessed in accordance with the requirements of New Zealand Standard NZS 6803: 1999 “Acoustics - Construction Noise” Noise monitoring will be conducted by the Acoustic Specialist or trained noise monitoring staff as identified in Table 2 of this CNV DWP. The equipment noise levels detailed in Table 5 are placeholders. All equipment that is predicted to exceed 75 dB LAeq at 5m will be measured, where practicable, when first operating on site. Actual equipment noise levels at 5m and equipment model numbers will be recorded. Construction monitoring shall be undertaken during phases of construction when noise has potential to exceed the limits or in response to reasonable noise complaints. Noise monitoring shall also be undertaken if the construction methodology changes, such that noise criteria may be exceeded at other locations. The SSCNVMPs identify monitoring locations and the timing of monitoring at the most affected receivers. In addition to the monitoring identified in the SSCNVMPs, noise monitoring will be carried out at positions representative of noise sensitive locations at appropriate periods to check ongoing compliance with the construction noise limits. The monitoring position will be at ground floor level. Noise will be measured 1m from the most affected façade of the building, or in the area which relates to a noise complaint. If it is not practicable to measure at this position, measurements will be taken at a representative location and adjusted for distance and façade reflections if necessary. Measurements will also be taken at a known distance, such as 5m, from the noise generating equipment to establish source noise levels. Additional measurement positions may be necessary if the initial measurement results indicate that noise may exceed criteria at other areas of the building façade. These measurements will be undertaken 1m from the façade if windows are normally open or inside the building if windows are normally closed. Where internal measurements are required it will be necessary to control noise from local sources, such as people using the telephone, to ensure only construction noise is measured. Noise monitoring will be conducted for 10-15 minutes at each measurement position, during representative construction activity. The noise level will be reported with the measurement duration (e.g. 65 dB LAeq (15min))

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Figure 3 Noise Monitoring Flowchart

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8.2 Vibration Construction vibration levels will be measured and assessed in accordance with the requirements of German Standard DIN 4150-3:1999 “Structural vibration – Part 3: Effects of vibration on structures”. Vibration monitoring shall be undertaken during phases of construction when vibration has potential to exceed the limits or in response to reasonable noise complaints. Vibration monitoring shall also be undertaken at identified SSCNVMP locations and if the construction methodology changes, such that vibration criteria may be exceeded at other locations. Vibration monitoring shall only be undertaken by the Acoustic Specialist or trained vibration monitoring staff as identified in Table 2 of this CNV DWP. Vibration shall initially be measured at the closest building foundations (usually at basement or ground floor level), and this requires consent to access the building of interest. Additional measurement positions may be necessary if the initial measurement results indicate that vibration may exceed criteria within other areas of the building. It may also be necessary to measure vibration levels in the habitable areas of buildings in response to a complaint. Vibration monitoring will be conducted during representative construction activities and comprise measurements of peak particle velocity (PPV) at one second intervals. The duration of the vibration measurements will be sufficient to capture the highest vibration level from the source. The vibration monitoring equipment (geophones) will be fixed to building structural members (e.g. with clamps, cable ties, or weighed down with sandbags). The geophones will ideally be located at or near the façade of the building facing the vibration source and will be located away from areas where extraneous vibration (e.g. from footfall or building services) could affect the results. Vibration monitoring shall also be undertaken in response to reasonable vibration complaints, or if the construction methodology changes such that vibration criteria may be exceeded at other locations. Figure 4 outlines the process to be followed when monitoring vibration. Note that matters relating to building condition survey and response to damage are set out in Sections 8.4 and 9.3.

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Figure 4 Vibration Monitoring flowchart Page 33

| Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan

8.3 Reporting All noise and vibration monitoring shall be summarised in a report and submitted to the Aotea Station Stakeholder and Communication Manager and the Environmental and Sustainability Manager (ESM) within one week of the assessment. The reports shall be kept at the site office and made available to Auckland Council upon request. A noise monitoring template is presented in Appendix G. A vibration monitoring template is presented in Appendix H.

8.4 Building Condition Surveys A pre-construction building condition survey will be undertaken at all of the identified buildings detailed in Table 8 before construction begins on the Project. Designation Condition 46 describes the process for building condition surveys. The building condition surveys will generally be undertaken as follows: 路

The building surveys will be undertaken by an independent senior qualified person

路

The survey shall include: o

Any information about the type of foundations

Existing levels of damage (aesthetic, superficial, affecting levels of serviceability)

Whether observed damage is associated with structural damage

Susceptibility of building or structure to further movement

Photographic evidence

路

The Link Alliance will provide the building condition survey structure survey report to the property owner and the Council within 15 working days of the survey being undertaken

路

The Link Alliance shall carry out visual inspections of the surrounding ground and external building facades of the listed buildings adjacent to any trench works to monitor any deterioration or movement of any pre-existing cracks

The buildings may require further surveys during construction if complaints are made or if the vibration criteria have been exceeded. A post-construction condition survey of the same buildings will be conducted after the conclusion of works in the area that have the potential to generate vibration at levels approaching or exceeding the limits in Condition 33. A report will then be prepared. Where a post-construction building condition, survey confirms that the building has deteriorated as the result of construction the damage will be rectified.

Page 34

| Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan

9. Contingency Measures This section describes contingency measures to be implemented in the event that the noise and/or vibration limits specified within this CNV DWP and/or in an approved SSCNVMP are exceeded. The Aotea Station Stakeholder and Communication Manager will liaise with affected receiver (refer Table 2 of this CNV DWP) throughout the following processes.

9.1 Management Process Where any construction activity is predicted and/or measured to exceed the construction noise or vibration limits the following process will be applied: ·

Check that the BPO and all relevant management measures have been implemented.

The Aotea Station Stakeholder and Communication Manager will engage with all affected parties, to understand their particular sensitivities, including times, activities and locations. The Aotea Station Stakeholder and Communication Manager or nominated representative shall be available 24/7 during the proposed works.

Carry out noise and/or vibration monitoring of the construction activity to verify the extent of any adverse effects.

Implement further mitigation and/or contingency measures to avoid significant adverse effects as practicable and agreed with the affected party (refer Sections 9.2 to 9.5 of this CNV DWP).

9.2 Noise If noise monitoring demonstrates non-compliance with the noise limits identified in the approved SSCNVMP, the following procedures shall be implemented:

Page 35

Undertake additional noise measurements, as necessary, to determine the extent of the exceedance.

Discuss additional mitigation options with the Aotea Station Project Manager as soon as the extent of the exceedance has been determined. This may include immediately stopping works.

Undertake noise measurements once recommended mitigation measures have been implemented to confirm that the mitigation has been effective, and the noise limits are now being met for the periods agreed.

Preparation of a report recording the findings of the survey and detailing additional mitigation or management options. Copies of the report will be provided to CRLL, the Station Project Manager, Aotea Station Communication and Consultation Manager and the Environmental and Sustainability Manager.

| Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan

9.3 Vibration – Building Damage If vibration monitoring demonstrates non-compliance with the vibration building damage limits identified in the approved SSCNVMP, the construction activity responsible for the exceedance shall cease as soon as it is safe and practicable to do so. A detailed building condition survey shall then be undertaken by a suitably qualified engineer to determine if any damage has occurred. The survey shall include, but not be limited to, the following: ·

Comparison of existing condition of building including existing levels of any aesthetic damage or structural damage against pre-construction building survey.

Recording (including photographs) the major features of the buildings including location, type, construction, age and present condition, including defects (cracks).

Preparation of a report recording the findings of the survey. A copy of the report will be given to the building owner and another copy will be kept at the site office.

If damage has not occurred, then that activity can continue provided the measured vibration level is not exceeded further. If minor damage has occurred, such as cosmetic cracks, additional mitigation should be provided, including consultation with a structural engineer to confirm that no further damage will occur, as per Condition 38.4. Following this, activity can continue following this provided the measured vibration level is not exceeded further. If moderate or severe damage has occurred and the best practicable option has been implemented, it will be necessary to stop work, if safe to do so, and investigate alternative construction methods. All damage due to construction activities will be repaired within a reasonable timeframe after the construction phase ceases.

9.4 Vibration – Amenity If a complaint is made by a building occupant with regard to vibration levels, vibration monitoring will be conducted in the relevant rooms of the building. If the limits are found to be exceeded, then a SSCVMP will be prepared for that receiver.

9.5 Additional measures Where noise and vibration impacts are unavoidable and significant after all reasonable and practicable measures are implemented, alternative mitigation measures, such as temporary relocation or the provision of architectural treatments, will be considered. Temporary relocation involves the relocation of affected occupants for short periods of time where all reasonable and practicable measures and respite periods are implemented, and further mitigation is impractical. Architectural treatments may also be sought and involve the provision of alternative ventilation where windows are to remain closed in order to further mitigate noise effects.

Page 36

| Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan

Appendix A: ISCA Requirements Credit

Requirement*

Relevant Section of CNV DWP

Other relevant information / Comments

Noise DIS-2 Level 1

Measures to mitigate noise during construction [and operation] have been identified and implemented

Appendix F – Site Specific plans

Refer also to the Site-Specific Construction Noise Management Plans and the Historic Character DWP

DIS-2 Level 1

Monitoring of noise is undertaken at appropriate intervals and in response to complaints during construction

Section 8.1, 8.3

Refer also to the Communication Consultation Plan

DIS-2 Level 1

For construction, modeling and monitoring demonstrates no recurring or major divergences from the noise management process in ISCA approved noise guidelines

Modelling – Appendix C Monitoring Section 8.3, Appendix G

Vibration DIS-3 Level 1

Measures to mitigate vibration during construction [and operation] have been identified and implemented.

Appendix F – Site Specific Plans

Refer also to the Site-Specific Construction Vibration Plans and the Historic Character DWP

DIS-3 Level 1

Monitoring of vibration is undertaken at appropriate intervals and in response to complaints during construction.

Section 8.2, 8.3

Refer also to the Communication and Consultation Plan

DIS-3 Level 1

For construction, modelling and monitoring demonstrates no exceedances of vibration goals for structural damage to buildings and structures.

Modelling – Appendix D Monitoring Section 8.3, Appendix H

Refer to the ISCA Rating Tool for full details of the requirements

Page 37

| Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan

Appendix B: Drawings

Page 38

| Aotea Station Main Works

ISO A1 594mm x 841mm

LEGEND:

DESIGNATION BOUNDARY

STATION ENTRANCE STRUCTURE

HAZARDOUS GOODS STORE

TRUCK AND TRAILER

BENTONITE MIXING + PUMPS

WASTE MANAGEMENT AREA

BENTONITE SILOS

STORES LOADING AREA

CSA BOUNDARY

SITE COMPOUND FENCE

16 15 14 13 12 11 10

PEDESTRIAN ACCESS CONTROL

VEHICLE ACCESS CONTROL

VEHICLE MOVEMENTS

CWS

WORKSHOP

MIXER

SITE VEHICLES

POLYMER STORAGE

PUBLIC USE AREA

MUD LINES (1M WIDE)

MUD

WATER MISSION PUMP

RETAINING WALL MUD

BENTONITE TANK

SITE OFFICE AND WELFARE

SITE VEHICLE ENTRY ONLY

FACILITIES (KITCHEN, TOILETS, SHOWERS, CHANGING ROOMS)

BENTONITE AREA

MUD

TOWER CRANE FOR BUILDING CONSTRUCTION

SITE OFFICES AND WELFARE FACILITIES MISSION PUMP

Last saved by: PERRY.KOSTANICH(2020-02-19) Last Plotted: 2020-02-19 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000114

WELLESLEY STREET WEST

MISSION PUMP

MUD

CWS

DESANDING PLANT

TRANSFORMERS

CWS = COMPLETE WATER STOP

1 TEMPORARY SPOIL PIT

MYERS STREET

SPARE

LOCATION OF PROPOSED SURGE PILE SURGE PILE SPARE

EMERGENCY ACCESS AREA

D-WALL TREATMENT AREA

MAYORAL DRIVE

LAYDOWN AREA

VEHICLE ENTRY & EXIT WATER TREATMENT AREA

TBM RETRIEVAL LOCATION

HAZARDOUS GOODS STORE

SITE VEHICLE EXIT

AGGREGATE STORAGE AREA

YO R

10m

CLIENT:

SCALE

SIZE

AS SHOWN

REVISIONS

DESIGNED

IV E

SCALE 1:250

1. INTERIM STAGES MAY BE REQUIRED WITHIN AOTEA MAIN WORKS TO COMPLETE CERTAIN AREAS. 2. LOCATION OF ACTIVITIES AND OPERATIONS WITHIN THE CSA ARE INDICATIVE ONLY AND MAY CHANGE AS THE DESIGN PROGRESSES. 3. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 4. PEDESTRIAN ACCESS ROUTES ARE INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 5. TMP'S TO BE DEVELOPED DURING DETAILED DESIGN. 6. ALL VEHICLE ENTRY POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN.

SITE VEHICLE ENTRY

EQUIPMENT / PLANT LAYDOWN AREA

2.5

NOTES:

100mm

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

C. SMITH DRAWN

C. SECRETIN

TITLE:

P. KOSTANICH A REV

FOR CONSENTING PURPOSES DESCRIPTION

C. SECRETIN

9/12/2019

CHECKED

DATE

APPROVED

DATE

C. SMITH

9/12/2019

This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001. Printed copies of this document are UNCONTROLLED.

CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA MAIN WORKS CSA LAYOUT PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000114

REVISION

ISO A1 594mm x 841mm

LEGEND:

ACTIVE CONSTRUCTION ZONE (ACZ)

DESIGNATION BOUNDARY

CONSTRUCTION SUPPORT AREA (CSA)

D - WALL

WELLESLEY STREET WEST

VICTORIA STREET WEST

DURHAM STREET WEST

WYNDHAM STREET

BORED PILES

REFER TO LAYOUT DRAWING No. CRL-AOT-RME-LKA-SKE-000114

FUTURE VICTORIA STREET WEST - EASTERN ENTRANCE

FUTURE WELLESLEY STREET WEST ENTRANCE

C2 WORKS

MAY O

ALBERT STREET

RAL

DRIV

PHASE 3 / PHASE 4 CONSTRUCTION - SOUTHERN SECTION

PHASE 3 / PHASE 4 CONSTRUCTION -NORTHERN SECTION

FUTURE VICTORIA STREET WEST - WESTERN ENTRANCE

KINGSTON STREET

NOTES: 1. INTERIM STAGES MAY BE REQUIRED WITHIN AOTEA MAIN WORKS TO COMPLETE CERTAIN AREAS. 2. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 3. PEDESTRIAN ACCESS ROUTES ARE INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 4. TMP'S TO BE DEVELOPED DURING DETAILED DESIGN. 5. ALL VEHICLE ENTRY AND EXIT POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN.

CLIENT:

CREATOR ID : CRL_AOT__00_LKA_SKE_000115

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

C. SMITH DRAWN

C. SECRETIN

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

Last saved by: PERRY.KOSTANICH(2019-12-20) Last Plotted: 2019-12-20 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000115

D WALL

BORED PILES

FUTURE KINGSTON STREET PLENUM

MYERS STREET

SITE COMPOUND BLUESTONE WALL (NOT PART OF AOTEA MAIN WORKS CEMP)

FOR CONSENTING PURPOSES DESCRIPTION

C. SECRETIN

9/12/2019

CHECKED

DATE

APPROVED

DATE

C. SMITH

9/12/2019

CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA MAIN WORKS STAGE 1 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000115

REVISION

ISO A1 594mm x 841mm

LEGEND:

ACTIVE CONSTRUCTION ZONE (ACZ)

DESIGNATION BOUNDARY

CONSTRUCTION SUPPORT AREA (CSA)

D - WALL

WELLESLEY STREET WEST

VICTORIA STREET WEST

DURHAM STREET WEST

WYNDHAM STREET

BORED PILES

REFER TO LAYOUT DRAWING No. CRL-AOT-RME-LKA-SKE-000114

FUTURE VICTORIA STREET WEST - EASTERN ENTRANCE

D WALL

BORED PILES

FUTURE WELLESLEY STREET WEST ENTRANCE

C2 WORKS

MAY O

ALBERT STREET

RAL

DRIV E

PHASE 3 / PHASE 4 CONSTRUCTION - SOUTHERN SECTION

PHASE 3 / PHASE 4 CONSTRUCTION -NORTHERN SECTION

FUTURE KINGSTON STREET PLENUM

MYERS STREET

SITE COMPOUND BLUESTONE WALL (NOT PART OF AOTEA MAIN WORKS CEMP)

KINGSTON STREET

FUTURE VICTORIA STREET WEST - WESTERN ENTRANCE

CREATOR ID : CRL_AOT_142_00_LKA_SKE_000116

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

C. SMITH DRAWN

C. SECRETIN

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

CLIENT:

FOR CONSENTING PURPOSES DESCRIPTION

C. SECRETIN

9/12/2019

CHECKED

DATE

APPROVED

DATE

C. SMITH

9/12/2019

CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA MAIN WORKS STAGE 2 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000116

REVISION

ISO A1 594mm x 841mm

LEGEND:

ACTIVE CONSTRUCTION ZONE (ACZ)

DESIGNATION BOUNDARY

CONSTRUCTION SUPPORT AREA (CSA)

D - WALL

WELLESLEY STREET WEST

VICTORIA STREET WEST

DURHAM STREET WEST

WYNDHAM STREET

BORED PILES

REFER TO LAYOUT DRAWING No. CRL-AOT-RME-LKA-SKE-000114

FUTURE VICTORIA STREET WEST - EASTERN ENTRANCE

D WALL

BORED PILES

FUTURE WELLESLEY STREET WEST ENTRANCE

ALBERT STREET

C2 WORKS

MAY O

RAL

DRIV

PHASE 4 / PHASE 5 CONSTRUCTION - SOUTHERN SECTION

PHASE 3 / PHASE 4 / PHASE 5 CONSTRUCTION -NORTHERN SECTION

FUTURE KINGSTON STREET PLENUM

MYERS STREET

SITE COMPOUND BLUESTONE WALL (NOT PART OF AOTEA MAIN WORKS CEMP)

KINGSTON STREET

FUTURE VICTORIA STREET WEST - WESTERN ENTRANCE

CREATOR ID : CRL_AOT_142_00_LKA_SKE_000118

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

C. SMITH DRAWN

C. SECRETIN

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

CLIENT:

FOR CONSENTING PURPOSES DESCRIPTION

C. SECRETIN

9/12/2019

CHECKED

DATE

APPROVED

DATE

C. SMITH

9/12/2019

CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA MAIN WORKS STAGE 3 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000118

REVISION

ISO A1 594mm x 841mm

LEGEND:

ACTIVE CONSTRUCTION ZONE (ACZ)

DESIGNATION BOUNDARY

CONSTRUCTION SUPPORT AREA (CSA)

D - WALL

WELLESLEY STREET WEST

VICTORIA STREET WEST

DURHAM STREET WEST

WYNDHAM STREET

BORED PILES

REFER TO LAYOUT DRAWING No. CRL-AOT-RME-LKA-SKE-000114

FUTURE VICTORIA STREET WEST - EASTERN ENTRANCE

D WALL

BORED PILES

C2 WORKS

MYERS STREET

SITE COMPOUND BLUESTONE WALL (NOT PART OF AOTEA MAIN WORKS CEMP)

FUTURE WELLESLEY STREET WEST ENTRANCE

MAY ORA L DR

ALBERT STREET

IVE

PHASE 4 / PHASE 5 CONSTRUCTION

PHASE 3 / PHASE 4 / PHASE 5 CONSTRUCTION - NORTHERN SECTION

FUTURE KINGSTON STREET PLENUM

PHASE 4 / PHASE 5 CONSTRUCTION - SOUTHERN SECTION

KINGSTON STREET

FUTURE VICTORIA STREET WEST - WESTERN ENTRANCE

CREATOR ID : CRL_AOT_142_00_LKA_SKE_000119

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

C. SMITH DRAWN

C. SECRETIN

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

CLIENT:

FOR CONSENTING PURPOSES DESCRIPTION

C. SECRETIN

9/12/2019

CHECKED

DATE

APPROVED

DATE

C. SMITH

9/12/2019

CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA MAIN WORKS STAGE 4 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000119

REVISION

ISO A1 594mm x 841mm

LEGEND:

ACTIVE CONSTRUCTION ZONE (ACZ)

DESIGNATION BOUNDARY

CONSTRUCTION SUPPORT AREA (CSA)

D - WALL

WELLESLEY STREET WEST

VICTORIA STREET WEST

DURHAM STREET WEST

WYNDHAM STREET

BORED PILES

REFER TO LAYOUT DRAWING No. CRL-AOT-RME-LKA-SKE-000114

FUTURE VICTORIA STREET WEST - EASTERN ENTRANCE

FUTURE WELLESLEY STREET WEST ENTRANCE

MAY

ALBERT STREET

ORA

PHASE 4 / PHASE 5 CONSTRUCTION

PHASE 4 / PHASE 5 CONSTRUCTION -NORTHERN SECTION

FUTURE KINGSTON STREET PLENUM

L DR

IVE

PHASE 4 / PHASE 5 CONSTRUCTION - SOUTHERN SECTION

FUTURE VICTORIA STREET WEST - WESTERN ENTRANCE

KINGSTON STREET

CLIENT:

CREATOR ID : CRL_AOT_142_00_LKA_SKE_000120

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

C. SMITH DRAWN

C. SECRETIN

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

D WALL

BORED PILES

C2 WORKS

MYERS STREET

SITE COMPOUND BLUESTONE WALL (NOT PART OF AOTEA MAIN WORKS CEMP)

FOR CONSENTING PURPOSES DESCRIPTION

C. SECRETIN

9/12/2019

CHECKED

DATE

APPROVED

DATE

C. SMITH

9/12/2019

CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA MAIN WORKS STAGE 5 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000120

REVISION

Construction Noise and Vibration Delivery Work Plan

Appendix C: Construction Noise Contours

Page 39

| Aotea Station Main Works

ÂŻ

IS O A 32 9 7 m m x4 2 0 m m

2 05

2 0 3

2 05

2 53-26 1

2 39

33-2 37 8-18 2

29 1-29 7

2 05 19 -2 5 2 2

2 3-2 5

2 7-35

15-31

12 0

37-43

9 2

9 9 8 7-89

9 9

53-6 3

10 3-107

44-52

135 109 -12 5

6 2

6 7

6 -12

54-56

6 9 6 0

71 75

6 6

9 9

19 0

210

19 8

18 2

6 8

85-8 7

6 5-71 C :\G IS \C R L \C R L _ L o c a l.a p rx

128

9 8-10 2

134 72-75

183

85-77

6 0

9 7

10 3

9 9

C L IE N T :

L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t

se gU in ild u B

6 0

l rcia e m m o C

n tio ca u d E

6 5

rt u o istrictC D

W o rk sA re a

7 0

l tia n e sid e R

2 0

C R E A T O RID:

4 0

6 0

tre a e h T 8 0

1 0 0M e te rs

M a x im u m N o iseL e v e ls-d BL A F m a x

rk a rP a /C ty p m E

rch u h C

se dU e ix M C O M P A N YN U M B E R:6 2 6 7 8 7 0

re ca y a D

a re tA n e ssm sse eA tsid u O

N o iseW a ll H e ig h t

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

P re d ic te dC o n s tru c tio nN o is e D -W a ll P ilin gW o rk s

T IT L E :

7 5

2 .4 m

8 0

3 m

8 5 9 0

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 6 3

IS O A 32 9 7 m m x4 2 0 m m

ÂŻ

2 05

2 0 3

8-18

2 05

2 33-2 37

2 39

2 53-26 1

29 1-29 7

2 05

19 -2 5 2 2

2 3-2 5

9 2

9 2 76

6 3

128

9 9

6 7

6 0

6 9 71 75

6 5-71

85-8 7 49

C :\G IS \C R L \C R L _ L o c a l.a p rx

10 3-107

C L IE N T :

9 9

72-75

4 0

6 0

8 0

B u ild in gU se

183

D a y ca re

M a x im u m N o iseL e v e ls-d BL A F m a x

E m p ty /C a rP a rk

6 0

C o m m e rcia l

E d u ca tio n

6 5

D istrictC o u rt

W o rk sA re a

7 0

C h u rch

T h e a tre 1 0 0M e te rs

210

9 7 9 9 10 3

M ix e dU se

2 0

19 8

18 2

134

R e sid e n tia l

54-56

T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t

C R E A T O RID:

44-52

19 0

6 6 6 8

C O M P A N YN U M B E R:6 2 6 7 8 7 0

135 109 -12 5

6 2

85-77

0 34 6

9 9

8 7-89 53-6 3

6 -12

48-52

15-31

9 8-10 2

6 5

12 0

37-43

2 7-35

O u tsid eA sse ssm e n tA re a

N o iseW a ll H e ig h t

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

P re d ic te dC o n s tru c tio nN o is e R o o fC o n s tru c tio nW o rk s-D a y tim e

T IT L E :

7 5

2 .4 m

8 0

3 m

8 5 9 0

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 7 8

IS O A 32 9 7 m m x4 2 0 m m

ÂŻ

2 05

2 0 3

8-18

2 05

2 33-2 37

2 39

2 53-26 1

29 1-29 7

2 05

19 -2 5 2 2

2 3-2 5

9 2

9 2 76

6 3

128

9 9

6 7

6 0

6 9 71 75

6 5-71

85-8 7 49

C :\G IS \C R L \C R L _ L o c a l.a p rx

10 3-107

C L IE N T :

109 -12 5

6 2

9 9

2 0

4 0

6 0

8 0

72-75

210

183

9 7 9 9 10 3

B u ild in gU se

O u tsid eA sse ssm e n tA re a

M a x im u m N o iseL e v e ls-d BL A F m a x

D a y ca re

4 5

C o m m e rcia l

E m p ty /C a rP a rk

5 0

D istrictC o u rt

E d u ca tio n

5 5

C h u rch

R e sid e n tia l T h e a tre 1 0 0M e te rs

19 8

18 2

134

M ix e dU se

54-56

T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t

C R E A T O RID:

44-52

19 0

6 6 6 8

C O M P A N YN U M B E R:6 2 6 7 8 7 0

135

85-77

0 34 6

9 9

8 7-89 53-6 3

6 -12

48-52

15-31

9 8-10 2

6 5

12 0

37-43

2 7-35

N o iseW a ll H e ig h t 2 .4 m 3 m

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

P re d ic te dC o n s tru c tio nN o is e R o o fC o n s tru c tio nW o rk s-N ig h t-tim e

T IT L E :

6 0 6 5 7 0 7 5

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 7 9

ÂŻ

IS O A 32 9 7 m m x4 2 0 m m

2 0 3

2 05

19 -2 5

8-18

2 33-2 37

2 53-26 1

2 39

2 2

2 3-2 5

2 7-35

12 0

15-31

37-43 76

9 2 74

9 2

128

9 8-10 2

6 1

9 9

6 3

8 7-89

9 9

53-6 3

6 5

6 0

C :\G IS \C R L \C R L _ L o c a l.a p rx

6 5-71

6 6

C L IE N T :

85-8 7

T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t

B u ild in gU se

2 0

4 0

8 0

1 0 0M e te rs

M a x im u m N o iseL e v e ls-d BL A F m a x

C o m m e rcia l

E d u ca tio n

6 5

D istrictC o u rt

W o rk sA re a s

7 0

T h e a tre 6 0

D a y ca re

6 0

M ix e dU se

72-75

E m p ty /C a rP a rk

C h u rch

R e sid e n tia l C R E A T O RID:

85-77

6 0

9 9

6 8

109 -12 5

6 2

6 7 6 9 71

6 -12

48-52

135

10 3-107

C O M P A N YN U M B E R:6 2 6 7 8 7 0

O u tsid eA sse ssm e n tA re a

N o iseW a ll H e ig h t

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

P re d ic te dC o n s tru c tio nN o is e P ilin gW o rk s

T IT L E :

7 5 8 0

2 .4 m

8 5

3 m

9 0

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 6 4

ÂŻ

IS O A 32 9 7 m m x4 2 0 m m

2 05

2 0 3

2 05

19 -2 5

2 05

8-18

2 33-2 37

2 39

2 2

2 3-2 5

2 7-35 12 0

37-43

9 2

9 2 76

9 9

6 1

128

9 8-10 2

6 3

8 7-89

9 9

53-6 3

10 3-107

4 6 5

6 -12

48-52

6 9 6 0

71 75

C :\G IS \C R L \C R L _ L o c a l.a p rx

6 6

9 9

6 8

85-8 7

6 5-71

109 -12 5

6 2

6 7

72 72-75

49 85-77

6 0

9 9 79 C L IE N T :

C O M P A N YN U M B E R:6 2 6 7 8 7 0

2 0

C R E A T O RID:

4 0

6 0

B u ild in gU se

T h e a tre

M a x im u m N o iseL e v e ls-d BL A F m a x

O u tsid eA sse ssm e n tA re a

6 0

C o m m e rcia l

D a y ca re

6 5

D istrictC o u rt

E m p ty /C a rP a rk

7 0

M ix e dU se

E d u ca tio n

7 5

R e sid e n tia l

W o rk sA re a s

8 0

C h u rch

8 5 8 0

1 0 0M e te rs

9 0

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

P re d ic te dC o n s tru c tio nN o is e B o tto m -U pC o n s tru c tio nW o rk s

T IT L E :

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 6 6

Construction Noise and Vibration Delivery Work Plan

Appendix D: Construction Vibration Contours

Page 40

| Aotea Station Main Works

ÂŻ

IS O A 32 9 7 m m x4 2 0 m m

2 2

2 05

19 -2 5

8-18

2 39

2 33-2 37

2 53-26 1

29 1-29 7

2 3-2 5

24 13

2 7-35

39 15-31

12 0

37-43

9 2

128

9 8-10 2

9 9 8 7-89

9 9

53-6 3

44-52

135

10 3-107

6 7 6 9 71

C :\G IS \C R L \C R L _ L o c a l.a p rx

6 0

6 5-71

109 -12 5

6 2

54-56 19 0

6 6

9 9

18 2

6 8

85-8 7

134

72-75

210

19 8

183 85-77 C L IE N T :

C O M P A N YN U M B E R:6 2 6 7 8 7 0

2 0

C R E A T O RID:

4 0

6 0

8 0

1 0 0M e te rs

ry o g te a nC tio ra ib V

V ib ra tio nU se

/s) m 0m l (2 rcia e m m o C

H isto ric/V ib ra tio nS e n sitiv e

/s) m se(5m dU e ix l/M tia n e sid e R

R e sid e n tia l/M ix e dU se

/s) m e(3m sitiv n e nS tio ra ib ric/V isto H

C o m m e rcia l

W o rk sA re a

C a rP a rk O u tsid eW o rk sA re a s

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

P re d ic te dC o n s tru c tio nV ib ra tio n D -W a ll P ilin gW o rk s

T IT L E :

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 5 9

ÂŻ

IS O A 32 9 7 m m x4 2 0 m m

2 05

2 0 3

2 05

33-2 37 8-18 2

2 39

2 53-26 1

29 1-29 7

2 05 19 -2 5 2 2

2 3-2 5

24 76

2 7-35

39 15-31

12 0

37-43 76

9 2

9 2 74

128

9 8-10 2

9 9 8 7-89

53-6 3

10 3-107

6 5

6 2

6 7

6 -12

6 9 71

6 0

54-56

6 6

9 9

19 0

210

19 8

18 2

6 8

85-8 7

6 5-71 C :\G IS \C R L \C R L _ L o c a l.a p rx

44-52

135 109 -12 5

134 72-75

183

85-77

6 0

C L IE N T :

9 7 9 9 L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t

C O M P A N YN U M B E R:6 2 6 7 8 7 0

9 9

4 48-52

2 0

C R E A T O RID:

4 0

6 0

V ib ra tio nU se

1 0 0M e te rs

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

H isto ric/V ib ra tio nS e n sitiv eV ib ra tio nC a te g o ry

R e sid e n tia l/M ix e dU se

C o m m e rcia l (2 0m m /s)

C o m m e rcia l

R e sid e n tia l/M ix e dU se(5m m /s)

C a rP a rk 8 0

W o rk sA re a

O u tsid eW o rk sA re a s

H isto ric/V ib ra tio nS e n sitiv e(3m m /s)

P re d ic te dC o n s tru c tio nV ib ra tio n R o o fC o n s tru c tio nW o rk s

T IT L E :

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 6 1

ÂŻ

IS O A 32 9 7 m m x4 2 0 m m

2 0 3

2 05

19 -2 5

8-18

2 39

2 33-2 37

2 53-26 1

2 2

2 3-2 5

2 7-35

15-31

12 0

37-43 76

9 2 74

9 2

128

9 8-10 2

9 9

6 3

8 7-89

9 9

53-6 3

6 5

6 7 6 9 71

6 -12

48-52

6 0

C :\G IS \C R L \C R L _ L o c a l.a p rx

6 5-71

C L IE N T :

6 0

2 0

109 -12 5

6 2

6 6

9 9

6 8

85-8 7

72-75

135

10 3-107

C O M P A N YN U M B E R:6 2 6 7 8 7 0

C R E A T O RID:

4 0

85-77 V ib ra tio nU se

8 0

1 0 0M e te rs

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

H isto ric/V ib ra tio nS e n sitiv eV ib ra tio nC a te g o ry

R e sid e n tia l/M ix e dU se

C o m m e rcia l (2 0m m /s)

C o m m e rcia l

R e sid e n tia l/M ix e dU se(5m m /s)

C a rP a rk 6 0

W o rk sA re a s

O u tsid eW o rk sA re a s

H isto ric/V ib ra tio nS e n sitiv e(3m m /s)

P re d ic te dC o n s tru c tio nV ib ra tio n P ilin gW o rk s

T IT L E :

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 8 0

ÂŻ

IS O A 32 9 7 m m x4 2 0 m m

2 05

19 -2 5

2 05

2 39

33-2 37 8-18 2

2 53-26 1

2 3-2 5 2 2 13

2 7-35

12 0

37-43 76

9 2 74

9 2

9 8-10 2

128

6 1

9 9

6 3

8 7-89

9 9

53-6 3

6 5

6 0

C :\G IS \C R L \C R L _ L o c a l.a p rx

6 5-71

C O M P A N YN U M B E R:6 2 6 7 8 7 0

2 0

C R E A T O RID:

4 0

6 0

se nU tio ra ib V

8 0

9 9

6 8

85-8 7 72

72-75

1 0 0M e te rs

85-77

W o rk sA re a

C IT YR A ILL IN K

P R O J E C T :

A o te aS ta tio nC o n s tru c tio n

Z O N E :

eV sitiv n e nS tio ra ib ric/V isto H ib ra tio nC a te g o ry se dU e ix l/M tia n e sid e R

C o m m e rcia l (2 0m m /s)

l rcia e m m o C

R e sid e n tia l/M ix e dU se(5m m /s)

rk a rP a C 6 0

6 6

34 C L IE N T :

109 -12 5

6 2

6 7 6 9 71

6 -12

48-52

135

10 3-107

s a re sA rk o eW tsid u O

H isto ric/V ib ra tio nS e n sitiv e(3m m /s)

P re d ic te dC o n s tru c tio nV ib ra tio n B o tto m -U pC o n s tru c tio nW o rk s

T IT L E :

D O C U M E N T :

P R O J E C T

Z O N E

C R L

A O T

R G A N IS A T IO N D IS C IP L IN E O

A C V

C 3

T Y P E

S K E

S H E E T

R E V IS IO N

0 0 6 1

Construction Noise and Vibration Delivery Work Plan

Appendix E: Record of Communication

Page 41

| Aotea Station Main Works

Construction Noise and Vibration Delivery Work Plan

Address of Sensitive Receiver

Representatives

Date

27-35 Victoria St West President Hotel

Interview on site with business manager

30/07/19

Comments · · ·

27 Victoria Street West Kiwi Souvenirs 27 Victoria Street West City Star Convenience Store 37 Victoria Street West Lord Nelson Pub

Consultation to take place prior to works commencing. Date TBC at time of writing.

- Consultation to take place prior to works commencing. Date TBC at time of writing

Interview with business owner

30/07/19

· ·

Interview with business owner

31/07/19

· · · ·

Page 42

39 Victoria Street West Little Yum

Main concern is the effect of noise and vibration on customers during sleeping hours which can be throughout the day and night. Hotel is open 24 hours / 7 days a week. Hotel rooms are mechanically ventilated with one openable window.

Resolution

| Aotea Station Main Works

Noise, vibration and dust are major concerns for the owner’s due to previous works on Victoria Street that were perceptible and resulted in bottles/glassware rattling. Open 12:00-14:30 Monday to Fridays and 17:00 – 22:00 Saturday and Sunday Main pub area is set back with no windows and mechanically ventilated but could feel vibration from previous works. Doors are generally left open during the summer months

A 2.4m high noise barrier will be constructed around the Aotea construction area for the duration of the main works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, roof construction and piling construction works. Noise from excavators, concrete breaking and piling is likely to be audible during the different construction phases but will be intermittent in nature. Vibration may be perceptible but will not be at a level that causes building damage.

Operates between 08:00 – 19:30 everyday Doors are generally kept open throughout the day. Does have mechanical ventilation inside but occupants prefer natural ventilation. Concern with noise and dust affecting customers

Construction Noise and Vibration Delivery Work Plan

Level 1 / 41 Victoria Street West Giga Net Café / Massage Parlour

Interview with business owner

23/07/19

· ·

dining experience.

construction and piling construction works. Noise from excavators, concrete breaking and piling is likely to be audible during the different construction phases but will be intermittent in nature. It is recommended that doors to the business are kept closed during the high noise generating activities detailed above.

Owner has two businesses a Net café in the back and a massage parlour to the front. Noise and vibration are major concerns for the massage parlour clients situated adjacent to the façade of the building. Operates between 11:00 and 18:00 every day and was hoping to extend opening hours.

With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, roof construction and piling construction works. Noise from excavators, concrete breaking and piling is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction area for the duration of the main works. Noisy works outside the property should be undertaken before 11am, where practicable. Vibration may be perceptible but will not be at a level that causes building damage.

41 Victoria Street West Ground Floor Pita Pit

Interview with business owner

· · ·

31/07/19

General concerns about noise and vibration. Bi-folding doors are generally open in the summer. Outdoor seating area is usually provided in the summer.

Level 1 / 43 Victoria Street West Page 43

| Aotea Station Main Works

- Consultation to take place prior to works commencing. Date TBC at time of writing

Construction Noise and Vibration Delivery Work Plan Oasis Hair Dressing 43 Victoria Street West Zhou’s Alley Restaurant 55 Victoria Street West Kebab Time

Interview with business owner

31/07/19

Not concern about noise and vibration.

No comments to incorporate as owner has no noise or vibration concerns.

Interview with business manager

10/10/19

Business operates between 09:00 – 02:00 Sunday to Thursday and 09:00 to 05:00 Fridays and Saturdays. Owner expressed general concerns about noise and vibration.

With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, roof construction, piling and bottom-up construction works. Noise from excavators, concrete breaking, plate compactors and piling is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction area for the duration of the main works.

Vibration may be perceptible but will not be at a level that causes building damage.

55 Victoria Street West Photo store 55 – 59 Victoria Street West – Mai Tai Restaurant

Interview with business manager

04/09/19

Consultation to take place prior to works commencing. Date TBC at time of writing. · · ·

Operates between 12:00 and 15:00 and between 18:00 and 22:30 Monday to Friday and between 18:00 and 22:30 on Saturdays. The building manager expressed concern regarding noise and vibration. No mechanical ventilation is available. Fresh air supply in summer is via openable sash windows.

A 2.4m high noise barrier will be constructed around the Aotea construction area for the duration of the main works, with a temporary 3m high barrier in place during noisy works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, roof construction, piling and bottom-up construction works. Noise from excavators, concrete breaking, plate compactors and piling is likely to be audible during the different construction phases but will be intermittent in nature.

Noisy activities outside this property should be undertaken before 12pm, where practicable.

61 Victoria Street Page 44

Interview with

| Aotea Station Main Works

10/10/19

Business operates between 10:00 – 22:00 Monday

A 2.4m high noise barrier will be constructed around the Aotea

Construction Noise and Vibration Delivery Work Plan West Taj Mahal Restaurant

business manager

59 Victoria Street West Café Midnight Express

Interview with business manager

18/09/19

General concerns about noise and vibration

62 Victoria Street West Commercial Building Offices 5/62 Victoria Street West Coffee Club

Interview with business owner

31/07/19

· · ·

Not concerned about noise and vibration. Background music is played but traffic is audible. Windows are usually left open.

With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, roof construction and piling construction works. Noise from excavators, concrete breaking and piling is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction area for the duration of the main works, with a temporary 3m high barrier in place during noisy works.

63 Victoria Street West -

Interview with business owner

06/08/19

Not concerned about noise and vibration

No comments to incorporate as owner has no noise or vibration concerns.

Page 45

| Aotea Station Main Works

to Friday. Owner expressed general concerns about noise and vibration.

construction area for the duration of the main works, with a temporary 3m high barrier in place during noisy works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, roof construction, piling and bottom-up construction works. Noise from excavators, concrete breaking, plate compactors and piling is likely to be audible during the different construction phases but will be intermittent in nature. Vibration may be perceptible but will not be at a level that causes building damage.

A 2.4m high noise barrier will be constructed around the Aotea construction area for the duration of the main works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, roof construction, piling and bottom-up construction works. Noise from excavators, concrete breaking, plate compactors and piling is likely to be audible during the different construction phases but will be intermittent in nature. Consultation to take place prior to works commencing. Date TBC at time of writing.

Construction Noise and Vibration Delivery Work Plan Pawn Shop 66 Victoria Street West – Ground floor - Seven Mart 66 Victoria Street West – First floor – Gloria Jeans coffee shop (upstairs seating area)

Interview with manager

04/09/19

· · ·

67 Victoria Street West Victoria St News Agency 67 Victoria Street West Mexican Cafe

With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall and roof construction works. Noise from excavators and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works. No comments to incorporate as owner has no noise or vibration concerns.

06/08/19

Not concerned about noise and vibration

Interview with business owner

31/07/19

There is a balcony with seating facing Victoria Street. Trickle vents are present. Operates between 12:00 - 21:00 Monday to Thursdays and 12:00 - 23:00 Fridays to Saturdays. General concerns regarding noise and vibration about customers comfort levels. Would like further information for long duration construction works. Commented would prefer construction works to have taken place in the mornings.

There is no glazing on façade facing Victoria Street, just roller shutters. Concerns raised about dust due to construction. Busiest operating times between 12:00 – 15:00 Monday to Sundays. Temporary barrier preferable to maintain visibility.

· ·

Interview with business owner

31/07/19

· · · ·

Page 46

Consultation to take place prior to works commencing. Date TBC at time of writing.

Interview with business owner

68 Victoria Street West (accessed via 80 Federal Street) Velvet Burger

The convenience store has a door opening on to Victoria Street. The façade is a mixture of glazing and brickwork. The coffee shop is accessed via Federal Street. The first-floor seating area extends to the Victoria Street façade of 66 Victoria Street. The manager did not express specific concerns about noise and vibration effects. The shops busiest times are early mornings and lunchtimes.

| Aotea Station Main Works

Noisy activities directly outside this property should be undertaken before 12pm, where practicable.

Construction Noise and Vibration Delivery Work Plan 63 Albert Street Natural Health Store / souvenir

Interview with business owner

23/07/19

· · ·

63 Albert Street Offices

Interview with building owner

01/08/19

· ·

65 Albert Street Auckland District Court

Interview with building manager

29/08/2019

Noise and vibration are major concerns and has occupier has felt continuous disruptions from existing works. Façade is 100% single glazing on both Albert Street and Wyndham Street front. Mechanical ventilation is available but automatic glazing doors let noise in and dust in.

All levels are mechanically ventilated, and windows are not openable. Tenants from level 2-7 have been impacted from noise and vibration due to C2 works and would prefer notice of works before next stage commences. Office tenants only and no sensitive equipment.

The District Court was consulted as part of the CRL C2 consultation process and a number of mitigation and management measures were identified. Secondary glazing was installed to the Albert Street façade following the C2 consultation process.

With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the piling and bottom-up construction works. Noise from excavators, piling, plate compactors and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works.

Consultation on 29/08/2019: ·

· · · ·

Page 47

| Aotea Station Main Works

Courtrooms, jury rooms and judicial offices on Albert Street and Kingston Street facades were visited where secondary glazing is not currently installed. Background noise sources are currently at a very low level. The building is mechanically ventilated throughout. There are a number of sensitive times of day for different room uses within the buildings. Courtrooms are generally not sitting before 09:30, between 13:00 and 14:00, and after 17:00 hours. This is subject to change on a case by case basis.

Noisy activities to be scheduled for a time when the court is not in session.

Construction Noise and Vibration Delivery Work Plan · · 74 Albert Street – Barclay Suite 76 Albert Street City Garden Apartments 83 Albert Street Coffee Right

Interview on site with business manager

30/08/19

Not concerned about noise and vibration

Interview with business owner

29/08/19

The business is located on the ground floor of 83 Albert Street, on the corner of Kingston Street, and is accessed via a glazed door on both Kingston Street and Albert Street. The façade is approximately 75% single glazing, 25% masonry. Mainly operates Monday to Fridays 08:00 – 15:00. The most sensitive periods are 08:00 – 10:00 and 12:00 – 15:00. Concerns regarding noise and vibration, and prolonged duration of overall CRL works.

· · · 85 Albert Street 87-89 Albert Street - Little Albert Cafe 87-89 Albert Street Ground floor - Da Vinci restaurant

Property Vacant Interview with business owner Interview with business owner

31/07/19 05/09/19

· ·

· · ·

Page 48

The courtrooms have sensitive digital audio recording equipment that requires no interference from external noise sources. Speech intelligibility is also important in jury rooms and judicial offices.

| Aotea Station Main Works

Business is a street cart placed in front of the building. The business is located on the ground floor of 8789 Albert Street, close to the intersection with Victoria Street. The restaurant is accessed via a glazed door facing onto Albert Street. The front of the restaurant comprises of a glass façade with an outdoor seating area between the front door and the Albert Street footpath. The façade is approximately 90% laminated glazing and the restaurant is mechanically ventilated. The restaurant is open from 11:30 every day and operates until 21:30 on weekdays and 22:00 at weekends. The owner expressed major concerns around building access and visibility and would prefer that hoardings or temporary barriers are transparent to

Consultation to take place prior to works commencing. Date TBC at time of writing. No comments to incorporate as owner has no noise or vibration concerns. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the piling and bottom-up construction works. Noise from excavators, piling and plate compactors is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works.

No comments to incorporate as owner has no noise or vibration concerns. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, piling, bottom-up and roof construction works. Noise from excavators, piling, plate compactor and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. Perspex hording is possible to retain visibility. Communications team to discuss further with affected party. Noisy activities directly outside this property should be carried out before 11:30am, where practicable.

Construction Noise and Vibration Delivery Work Plan maintain visibility at all times. 87-89 Albert Street First floor and above - Office building

Interview with business owner and property manager.

04/09/19

· · 92 Albert Street – Media Design School Tower at 22 Durham Street West

Interview with business manager

04/09/19

· · 98 Albert Street The Cut 99 Albert Street

Interview with property manager

24/09/19

· · ·

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| Aotea Station Main Works

The building is an office tower with various tenancies throughout. Opening times are typically 08:30 – 17:30 but this can vary with tenancy. The façade is approximately 90% single glazing throughout. The windows are openable but wellsealed. The building is mechanically ventilated throughout. A hypertension specialist is located on Floor 4. The building owner expressed concerns regarding building access for vehicles and pedestrians. The Media Design School occupies floor 5 and floors 14-20, with other internal spaces vacant as the building is due a significant renovation in 2020/21. The school operates between 07:00 and 21:00 Monday to Thursday, between 07:00 and 18:00 on Friday and between 10:00 and 17:00 on Saturdays. Noise is a concern in many internal learning spaces. A lecture theatre is located on Level 5, with a glazed façade onto Albert Street. There is the potential for annoyance and disturbance to students and staff during learning sessions within the building on the Albert Street façade. The Media Design school plans to vacate the building in the second half of 2020 to move to new premises elsewhere in Auckland. The building is mechanically ventilated throughout, and internal spaces are typically 90% single glazed.

Concerns about noise and vibration for the tenants. Current construction has already caused annoyance Would like better communication and reliability of work timings

A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, piling, bottom-up and roof construction works. Noise from excavators, piling, plate compactors and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. Concern about access to be passed on to traffic management. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, piling, bottom-up and roof construction works. Noise from excavators, piling, plate compactor and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. Further consultation will take place with the Media Design School before works begin to determine if the works can be scheduled for a time that least impacts them. Vibration may be perceivable but will not be at a level that damages the building.

Consultation to take place prior to works commencing. Date TBC at time of writing. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, piling and roof construction works. Noise from excavators, piling and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main

Construction Noise and Vibration Delivery Work Plan works. Tenants on levels 2-15 may experience higher noise levels during these periods. 24 hours advance notice to be given for noisy works directly outside of the building. 99 Albert St Pepper Café AA Centre Level 7, 99 Albert St Department of Internal Affairs

Interview with business manager Interview with business manager

30/07/19 30/07/19

· · · · ·

100 Albert St Rio Café

Interview with business owner

23/07/19

· · · · ·

102 Albert St Surf N Snow

Interview with business owner

23/07/19

· · · · ·

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| Aotea Station Main Works

Operates Monday to Fridays 06:30 – 15:00 No concerns about noise and vibration. Mainly operates between Monday to Fridays 06:00 – 18:00 with occasional Saturdays and Sundays 08:00 – 17:00. Concerns about noise and vibration due to sensitive activities such as weddings are held within the venue. Construction outside AA building currently have been very noisy and can be heard clearly.

Operated between 07:00 -15:00 Monday to Fridays. Soft music plays in the background. Shop front is single glazed bi-folding doors which are usually left completely open. No other access available if need to close doors. Noise and dust are a concern. Top of glazed doors are large air vents which can’t be closed. No mechanical ventilation.

Business is a hostel. Concerned about the noise and vibration which may disturb their customer’s sleep. Previous works has cause cracks in the windows which were replaced. No mechanical ventilation available and openable windows in all rooms. Only way of ventilation in the summer months. Most sensitive times between 01:00 – 10:00. Reception on level 1 with bedrooms from level 1

Construction Noise and Vibration Delivery Work Plan

upwards and a canteen with more bedrooms in basement level. Trickle vents are visible.

· Operates Monday to Friday 09:00 – 17:30 and Saturdays 10:00 – 14:00. · Only one single glazed door provides ventilation. · General concerns about noise and visibility.

98-102 Albert St Auckland Print Shop

Interview with business owner

30/07/19

98-102 Albert St NZ Buy 98-102 Albert St Nourishing Life 103-107 Albert St – 105 Albert Manhattan Apartments

Interview with Building manager

01/08/19

· · ·

Apartments are from Level 1 upwards. Apartments are mainly for long term rental with a mixture of shift workers and professionals whom sleep during the day. There is a concern about noise and access. No mechanical ventilation through the building only openable windows.

occur when directly outside the building. Works to be scheduled outside of sleeping hours where practicable. 24 hours advance notice to be given for noisy works. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, piling, bottom-up and roof construction works. Noise from excavators, piling, plate compactors and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. Perspex hording is possible to retain visibility. Communications team to discuss further with affected party. Consultation to take place prior to works commencing. Date TBC at time of writing. Consultation to take place prior to works commencing. Date TBC at time of writing. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall, and roof construction works. Noise from excavators and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. Noisy works directly outside of the building to be scheduled outside of sleeping hours.

107 Albert Street – 100 Health

Interview with the business owner

30/07/19

· · ·

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| Aotea Station Main Works

Operates Monday to Friday 11:00- 19:30 and on weekends. Concerns about noise as talking to customers has been difficult with construction work outside. Front door is normally left open.

Construction Noise and Vibration Delivery Work Plan construction phases but will be intermittent in nature. 109-125 Albert Street – Sky City 120 Albert Street – Huawei Building

128 Albert Street – Crowne Plaza Hotel 135 Albert Street – Auckland Council 4 Kingston Street City convenience Store 4 Kingston Street – Rakuten Japanese restaurant

Interview with business owner

29/08/19

- Consultation to take place prior to works commencing. Date TBC at time of writing - Consultation to take place prior to works commencing. Date TBC at time of writing - Consultation to take place prior to works commencing. Date TBC at time of writing - Consultation to take place prior to works commencing. Date TBC at time of writing Consultation to take place prior to works commencing. Date TBC at time of writing.

· · · · · ·

Operates Monday to Sunday 11:00 – 15:00 and 18:00 onwards. Building façade is roller shutter door to Kingston Street footpath. General concerns about noise and visibility. Main sensitive periods are between 11:00 and 15:00 and after 18:00. Background music within the restaurant is at a low level. The restaurant has mechanical ventilation.

4 Kingston Street apartments 16 Kingston Street

24 Wellesley Street West – Auckland Council (Bledisloe House)

Interview with Auckland Council building management and operational staff

30/01/2020

Ground floor: Reception area First floor and above: Office spaces, with emergency response room on level 2. · Operations staff expressed concerns at the potential for noise disruption in the emergency response room on level 2 · The emergency response room on level 2 has the potential to be operational during night-time hours

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| Aotea Station Main Works

With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the piling and bottom-up construction works. Noise from excavators, piling and plate compactors is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works. Noisy activities directly outside this property should be carried out before 11:00am, where practicable.

Consultation to take place prior to works commencing. Date TBC at time of writing. Consultation to take place prior to works commencing. Date TBC at time of writing. If the emergency response room is required to be used, Auckland Council will contact the designated Link Alliance representative and works outside the western façade of Bledisloe House will stop until the emergency response room is no longer in use. Notice of noisy works is to be provided in advance, with a weekly newsletter provided to Auckland Council.

Construction Noise and Vibration Delivery Work Plan

37 Wellesley Street – Econolodge Hotel

Interview with business owner

10/10/19

· · ·

44 – 52 Wellesley Street West – Christian Reading Centre

Interview with business manager

17/09/19

· · ·

44 – 52 Wellesley Street West – Crayon Nail & Beauty

Interview with business manager

11 Mayoral Drive

48-52 Mayoral

Meeting with Aotea

04/10/2019

Page 53

· ·

17/09/19

| Aotea Station Main Works

The business owner expressed concern about noise and vibration as well as access and visibility. The hotel has a number of rooms overlooking Wellesley and Albert Streets. Hotel rooms have single glazed, openable windows. A number of bedrooms on floor 3 have secondary glazing fitted. Mechanical ventilation is available in all rooms.

Noise and vibration are a concern as the space is used for reading and occasional meetings. Meetings occur Wednesdays at 12:00. Opening hours are 10:30 – 14:30 Monday to Friday. The building has mechanical ventilation throughout.

No specific concerns regarding noise and vibration Mechanical ventilation is not installed within the salon. Opening hours are 10:00 – 19:00 Monday to Friday and 10:00 – 18:30 on Saturdays.

Management of Aotea Centre expressed concern

Door and windows should be kept closed whilst construction is outside building. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works. With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the diaphragm wall and roof construction works. Noise from excavators and concrete breaking is likely to be audible during the different construction phases but will be intermittent in nature. - Consultation to take place prior to works commencing. Date TBC at time of writing Further discussion around noise and vibration from tunnelling

Construction Noise and Vibration Delivery Work Plan Drive – Aotea Centre

Centre operations management · ·

291-297 Queen Street – Civic Theatre

Meeting with RFA and Aotea Centre operations management

04/10/2019

regarding noise and vibration from tunnelling being audible within performance spaces. Management expressed concern regarding operational noise and vibration. Plans for future expansion of Aotea Centre were presented to Link Alliance. These are located a significant distance from the early works.

and effects from post-completion operation of the rail line to be arranged for a later date. Noise and vibration predictions for tunnelling and operational noise are ongoing at time of consultation. Further discussion with Aotea Centre regarding their expansion to be arranged for a later date.

Meeting to discuss noise and vibration to take place in 2020.

With the mitigation and management measures detailed in Section 6 of the CNV DWP noise may be audible inside the building during the diaphragm wall construction phase but not more than 5dB above the noise criteria.

Further consultation with take place with the Civic Theatre in February 2020 to establish façade performance. 38 Wyndham Street – Wherescape Tower

Meeting with Building Manager

01/08/2019

· ·

Whole building is office spaces and has no sensitive uses. Building is generally open between 07:00-20:00 Monday to Fridays.

Building has mechanical ventilation and single glazing throughout.

No major concerns regarding noise and vibration but commented that they feel noise pushes upwards.

Note: 1. 2. 3.

Page 54

| Aotea Station Main Works

Not consulted as CRLL manage this relationship and will be arranging a time for consultation. Not consulted as owner/manager was unavailable. Not consulted as property is currently vacant.

With the mitigation and management measures detailed in Section 6 of the CNV DWP and Table 3 of the relevant SSCNVMP, noise may be audible inside the building during the piling and bottom-up construction works. Noise from excavators, piling and plate compactors is likely to be audible during the different construction phases but will be intermittent in nature. A 2.4m high noise barrier will be constructed around the Aotea construction areas for the duration of the main works.

Construction Noise and Vibration Delivery Work Plan

Appendix F: SSCNVMP

Page 55

| Aotea Station Main Works

Aotea Station Main Works Bottom Up Construction Site Specific Construction Noise and Vibration Management Plan

Revision: 00A 14 April 2020

Page 1

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction

Site Specific Construction Noise and Vibration Management Plan This document is uncontrolled when printed. This document should be printed in colour

Revision Status Revision

Issue Date

Major Changes

Changed By

Approved By

000

03/03/2020

For Issue

J Grimes

Claire Drewery

00A

14/04/2020

Updated following Auckland Council review

J Grimes

Claire Drewery

Approval Status Name/Title

Signature

Date

Prepared by:

Joe Grimes Principal Acoustic Engineer

14/04/2020

Reviewed by:

Claire Drewery Technical Director – Acoustics

14/04/2020

Controlled by:

Claire Drewery Technical Director – Acoustics

14/04/2020

Approved by:

Peter Roan Planning and Approvals Manager

14/04/2020

Page 2

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan â€“ Bottom up construction

Table of contents 1. Introduction ................................................................................................4 1.1

Objective ........................................................................................................................... 4

1.2

Site Plan............................................................................................................................. 4

2. Receivers .....................................................................................................5 3. Activities......................................................................................................6 4. FaĂ§ade performance and internal noise levels ...........................................7 4.1

Noise ................................................................................................................................. 7

4.2

Vibration ......................................................................................................................... 13

5. Communication and Consultation ............................................................15 6. Monitoring ................................................................................................16

Page 3

6.1

Noise Monitoring............................................................................................................. 16

6.2

Vibration Monitoring....................................................................................................... 16

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction

1. Introduction This is a Site-Specific Construction Noise and Vibration Management Plan (SSCNVMP) and forms part of the Construction Noise and Vibration Delivery Work Plan (CNV DWP) for the Aotea Station Main Works (the ‘Project’). This SSCNVMP provides a specific assessment of construction noise and vibration from the bottom up excavation works within the project designation. This SSCNVMP should be read in conjunction with the CRL Contracts 3 Aotea Station Main Works Construction Noise and Vibration Delivery Work Plan (CNV DWP) to which this document forms Appendix F, as it contains further details of the project, noise criteria, monitoring and general mitigation measures. An overview of the works and details of the construction methodology are contained in Section 2.0 of the CNV DWP.

1.1 Objective The objective of this SSCNVMP is to detail the best practicable option to avoid, remedy or mitigate adverse effects on sensitive receivers resulting from construction noise and vibration that does not comply with the Project Standards defined in Section 3.0 of the CNV DWP.

1.2 Site Plan The locations of the bottom up construction works are shown in Figure 1.

Figure 1 Site location

Page 4

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan â€“ Bottom up construction

2. Receivers Receivers where noise and/or vibration levels due to bottom up construction works within the project designation have the potential to exceed project noise or vibration standards, along with the relevant building uses, are listed in Table 1. Table 1 Affected receivers Address

Use

Historic/ Vibration Sensitive

Minimum Distance to Works

Noise Criteria, dB LAeq

Noise Criteria, dB LAFmax

Vibration Criteria, mm/s

83 Albert Street

Commercial

65 Albert Street

Courthouse

75*

90*

4 Kingston Street

Commercial

85 Albert Street

Commercial

87-89 Albert Street

Commercial

92 Albert Street

Education

75*

90*

98-102 Albert Street

Mixed Use

75*

90*

*This is the Monday to Saturday 07:00 to 22:00 noise criteria. The majority of works will be carried out during this period. For residential receivers the noise limit is reduced to 65 dB LAeq & 80 dB LAFmax on Sundays and Public Holidays between 07:00 to 22:00 and to 60 dB LAeq & 75 dB LAFmax at all other times.

Page 5

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction

3. Activities Construction activities for bottom up construction works along with approximate duration of works and hours of operation are shown in Table 2. Table 2 Proposed works Stage Bottom up construction

Details of Works

Equipment

Duration of Works

· Construct Northern area using bottom up method (between C2 construction works on Durham Lane and the north of Kingston Street): - Excavate at approximately 20m depth - Install temporary retaining walls and concrete slab - Construct concourse and install station and rails - Install steel tubes to support the tunnel walls · Remove Bluestone Wall8 (reinstated later). · A temporary works platform south of Wyndham Street will be required to provide access for spoil removal and material access for the area.

· · · · · · · ·

41 months (April 2020 – September 2023)

Mobile cranes Tower crane Roller compactor Plate compactor Bulldozer Skid steer Front-end loader Tracked 10T dump truck

Page 6

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction

4. Façade performance and internal noise levels 4.1 Noise The bottom up construction works are located so close to a number of receivers that internal noise levels will be high. Use of the mobile cranes and tower crane has the potential to exceed the Project noise criteria. With mitigation and management measures implemented and barriers installed, the noise levels at the most exposed façade of a number of properties will still exceed the noise criteria by more than 5dB during some construction activities. These properties are detailed in Table 3 along with an estimate of the current façade performance and the worst-case internal noise levels during bottom up construction works.

Page 7

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction Table 3 Estimated internal noise levels Address

Floor

External noise level dB LAeq

Façade Build-up / Expected performance (dB Rw)

83 Albert Street

Ground floor: Coffee Right cafe

<85 dB

The façade is approximately 75% single glazed, 25% masonry wall. The estimated façade performance is 30 dB Rw.

Expected Worst-Case Internal Noise Level (dB LAeq) / Potential Effects <55 dB with the door closed

The café is mechanically ventilated.

65 Albert Street

Auckland District Court

<85 dB

Courtrooms on floors 2 and 3 have facades facing Kingston Street and are approximately 30% single glazing with an estimated façade performance of 35 dB Rw. The courtrooms are mechanically ventilated throughout. Jury rooms and judicial offices on floors 1, 4 and 10-12 on both Albert Street and Kingston Street facades are up to 90% glazing with an estimated façade performance of 35 dB Rw. Secondary glazing was installed in some of the courtrooms overlooking Albert Street as part

<50 dB in courtrooms without secondary glazing installed. This may result in interference with digital audio recording equipment and court proceedings.

Specific Mitigation Measures

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the works are directly outside the building at ground level. As the works move further away or deeper into the ground then noise levels will reduce. Secondary glazing to be installed in remaining court rooms overlooking Kingston and Albert Street. Worst-case noise levels will be intermittent in nature and will occur when the works are directly outside the building at ground level. As the works move further away or deeper into the ground then noise levels will reduce. Position cranes as far from the court as possible. Long term noise monitoring to be set up in this building.

This column identifies specific mitigation measures to be applied where practicable. Should it be found that any of the mitigation in this column is not practicable or the requirements of a particular receiver change, alternative mitigation will be provided that results in similar or reduced noise effects. If it is not possible to provide alternative mitigation that results in similar or reduced noise effects, the process detailed in Section 9 of the CNV DWP will be followed.

Page 8

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction of the C2 works. An internal construction noise limit of 40 dB LAeq is recommended for the court rooms on the Albert Street façade. 4 Kingston Street

Ground floor: City Convenience Store

Ground floor: Rakuten Japanese restaurant

85 Albert Street 87-89 Albert Street

Page 9

First floor and above: Apartments Vacant Ground floor: Da Vinci Restaurant

| Aotea Station Main Works

<80 dB

-2

The façade to Kingston Street is a roller-shutter door and is completely open when the restaurant is open. The estimated façade performance with the roller door open is 20 dB Rw.

<60 dB (decreasing within restaurant as distance to works increases) Annoying and disturbing staff or guests.

<50 dB Annoyance to staff and customers

<85 dB

<85 dB <80 dB

The façade is approximately 90% laminated glazing and the restaurant is mechanically ventilated. The estimated façade performance with the door closed is 30 dB Rw.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the works are directly outside the building at ground level. As the works move further away or deeper into the ground then noise levels will reduce. Worst-case noise levels will be intermittent in nature and will occur when the works are directly outside the building at ground level. As the works move further away or deeper into the ground then noise levels will reduce. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the works are directly

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction

Ground Floor: Little Albert Coffee

<80 dB

The coffee stand is open air, and is not situated inside a building.

<80 dB Annoying and disturbing to staff or customers.

outside the building at ground level. As the works move further away or deeper into the ground then noise levels will reduce. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building.

98-102 Albert Street

Page 10

First floor and above: Offices with multiple tenancies

<85 dB

The façade is approximately 90% single glazing throughout. The windows are openable but wellsealed. The building is mechanically ventilated throughout. The estimated façade performance with the door closed is 30 dB Rw.

<55 dB Annoyance and reduction in work efficiency.

First floor and above: Surf n Snow

<85 dB

Bedrooms are located on Level 1 and above. Windows are single glazed with trickle vents. Hotel bedrooms have sliding doors opening onto balconies and windows are single glazed laminate. The current façade performance with doors closed is estimated to be 25 dB Rw.

<60 dB with windows/doors closed.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

| Aotea Station Main Works

Annoying and disturbing staff or guests. Sleep disruption if carried out during nighttime/early morning hours.

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction

Ground floor: (100 Albert Street – Rio Café)

<80 dB

Shop front is comprised of single glazed bi-folding doors which are usually left completely open. The estimated façade performance with the door closed is 25 dB Rw.

<55 dB when doors are closed.

Notice of noisy works is to be provided at least 24 hours in advance and scheduled outside of sleeping hours where practicable. Manage unnecessary impact sounds. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Bi-folding doors on shop front to remain closed during noisy works.

Ground floor: (98 Albert Street – The Cut)

<80 dB

-2

Worst-case noise levels will be intermittent in nature and will occur when the works are directly outside the building at ground level. As the works move further away or deeper into the ground then noise levels will reduce. Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Ground Floor: (Auckland Print Shop)

Page 11

| Aotea Station Main Works

<80 dB

The façade is masonry with a single glazed door from the street into the store with no mechanical ventilation. The estimated façade performance with the door closed is 25 dB Rw.

< 55 dB (with door closed)

Site Specific Construction Noise and Vibration Management Plan â€“ Bottom up construction

Ground floor: (NZ Buy)

Ground floor: (Nourishing Life)

<80 dB

-2

Notes: 1. 2. 3. 4.

Page 12

| Aotea Station Main Works

Not consulted as CRLL manage this relationship and will be arranging a time for consultation. Not consulted as owner/manager was unavailable. Not consulted as property is currently vacant. Not consulted as Federal Street address is outside of works area identified.

level. As the works move further away or deeper into the ground then noise levels will reduce. Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Further consultation to take place prior to start of works. Date TBC at time of writing.

Site Specific Construction Noise and Vibration Management Plan â€“ Bottom up construction

4.2 Vibration In addition to the general noise and vibration control measures outlined in Section 5.0 of the CNV DWP, the specific vibration mitigation measures outlined in Table 4 should be implemented if the initial on-site vibration monitoring demonstrates that the building damage vibration limits will be exceeded. Table 4 Vibration Mitigation Measures Equipment/process

Vibration control measures

Tracked excavators, dump truck, bobcats, loaders

Grease tracks regularly. Avoid unnecessary revving of engines and banging of buckets on the ground. Use smaller equipment where possible.

Roller compactor (17t)

Use a smaller compactor, less than 10t

Site-specific vibration mitigation measures are included in Table 5. Table 5 Site-Specific Vibration Mitigation Measures Address

Minimum distance to works (m)

Building type

Specific Mitigation Measures

65 Albert Street (Auckland District Court)

Historic/Vibration Sensitive

Vibration may be felt within the court building. Monitoring will be carried out once compacting begins within 15 metres of the building, to determine the actual levels of vibration from the equipment used. Ground-borne noise will also be checked in the court rooms High vibration generating activities will be carried out when the court is not in session. Long term vibration monitoring to be set up in this building.

98-102 Albert Street

Historic/Vibration Sensitive

Vibration may be felt within 98-102 Albert Street. Monitoring will be carried out once use of the roller compactor begins within 15 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable. Further liaison will take place and high-vibration emitting activities scheduled outside of early morning and evening hours, when building occupants may be sleeping.

83 Albert Street

Historic/Vibration Sensitive

Vibration may be felt within 83 Albert Street. Monitoring will be carried out once use of the roller compactor begins

Page 13

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan â€“ Bottom up construction within 15 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable. 4 Kingston Street

Page 14

| Aotea Station Main Works

Residential/Mixed Use

Vibration may be felt within 4 Kingston Street. Monitoring will be carried out once use of the roller compactor begins within 10 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable. Further liaison will take place and high-vibration emitting activities scheduled outside of early morning and evening hours, when building occupants may be sleeping.

Site Specific Construction Noise and Vibration Management Plan – Bottom up construction

5. Communication and Consultation Section 7.0 of the CNV DWP details the communication procedures in relation to construction noise and vibration effects. The complaints process is detailed in Section 7.2 of the CNV DWP. Consultation with the stakeholders identified in this SSCNVMP took place from early September 2019. Topics that were covered included: · · · · · ·

Sequencing of construction activities Likely equipment and associated noise and vibration levels Proposed mitigation and management measures Construction of their buildings Operational hours of their businesses Operating environment that is required by the businesses

Further details of the meetings and comments made by the stakeholders are provided in Appendix E of the Aotea Station main works CNV DWP.

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Site Specific Construction Noise and Vibration Management Plan – Bottom up construction

6. Monitoring Section 8.0 of the CNV DWP provides details of the methodology for noise and vibration monitoring.

6.1 Noise Monitoring Noise monitoring will be carried out when use of the mobile cranes and towner crane begins within 20 metres of the buildings detailed in Table 6. The monitoring will be carried out at first floor level unless we are unable to gain access. Table 6 Noise Monitoring Locations Receiver

Monitoring Location

83 Albert Street (Alongside façade facing Kingston Street) 65 Albert Street

1m from façade of building

85 Albert Street

1m from façade of building

6.2 Vibration Monitoring Vibration monitoring will be carried out when works begin on site to determine actual equipment vibration levels and the attenuation provided by local ground conditions. If the initial vibration monitoring demonstrates that the emission radius for the plant is similar to that identified in the CNV DWP addendum, then the monitoring as detailed below will be carried out. If the initial monitoring demonstrates that vibration levels are lower than predicted fewer properties may require monitoring. Vibration monitoring will be carried out at the following receivers when the roller compactor is used within 15 metres of the following buildings: · · · ·

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4 Kingston Street 83 Albert Street 65 Albert Street 98-102 Albert Street

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Aotea Station Main Works Diaphragm Wall Construction Site Specific Construction Noise and Vibration Management Plan

Revision: 00A 14 April 2020

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Site Specific Construction Noise and Vibration Management Plan This document is uncontrolled when printed. This document should be printed in colour

Revision Status Revision

Issue Date

Major Changes

Changed By

Approved By

000

03/03/2020

For Issue

J Grimes

C Drewery

00A

14/04/2020

Updated following Auckland Council review

J Grimes

C Drewery

Approval Status Name/Title

Signature

Date

Prepared by:

Joe Grimes Principal Acoustic Engineer

14 April 2020

Reviewed by:

Claire Drewery Technical Director â€“ Acoustics

14 April 2020

Controlled by:

Claire Drewery Technical Director â€“ Acoustics

14 April 2020

Approved by:

Peter Roan Planning and Approvals Manager

14 April 2020

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Table of contents 1. Introduction ................................................................................................4 1.1

Objective ........................................................................................................................... 4

1.2

Site Plan............................................................................................................................. 4

2. Receivers .....................................................................................................5 3. Activities......................................................................................................6 4. Faรงade performance and internal noise levels ...........................................7 4.1

Noise ................................................................................................................................. 7

4.2

Vibration ......................................................................................................................... 20

5. Communication and Consultation ............................................................21 6. Monitoring ................................................................................................22

Page 3

6.1

Noise Monitoring............................................................................................................. 22

6.2

Vibration Monitoring....................................................................................................... 22

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1. Introduction This is a Site-Specific Construction Noise and Vibration Management Plan (SSCNVMP) and forms part of the Construction Noise and Vibration Delivery Work Plan (CNV DWP) for the Aotea Station Main works (the â€˜Projectâ€™). This SSCNVMP provides a specific assessment of construction noise and vibration from Diaphragm wall Construction works within the project designation. Diaphragm walls (D-Wall) will be constructed adjacent to the building alignment, providing the structural perimeter of the station box. The D-walls will provide earth retaining and support for the tunnel roof structure. D-walls will be constructed from the southern end of the Aotea Station to Victoria Street. This SSCNVMP should be read in conjunction with the Aotea Station Main Works Construction Noise and Vibration Delivery Work Plan (CNV DWP) to which this document forms Appendix F, as it contains further details of the project, noise criteria, monitoring and general mitigation measures. An overview of the works and details of the construction methodology are contained in Section 2 of the CNV DWP

1.2 Site Plan The locations of the diaphragm wall works are shown in Figure 1.

Figure 1 Site location

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2. Receivers Receivers where noise and/or vibration levels due to D-wall construction works within the project designation have the potential to exceed project noise or vibration standards, along with the relevant building uses, are listed in Table 1. Table 1 Affected receivers Address

Use

Historic/ Vibration Sensitive N

Minimum Distance to Works 1

Noise Criteria, dB LAeq 75

Noise Criteria, dB LAFmax -

Vibration Criteria, mm/s 20

99 Albert Street Commercial 109-125 Albert Street Mixed Use N 3 75* 90* 5 44-52 Wellesley Street W Commercial N 3 75 20 11 Mayoral Drive Commercial Y 3 75 3 62 Victoria Street W Commercial N 5 75 20 135 Albert Street Commercial N 4 75 20 37 Wellesley Street W Residential N 5 75* 90* 5 103-107 Albert Street Residential N 7 75* 90* 5 128 Albert Street Residential N 6 75* 90* 5 53-63 Victoria Street W Commercial N 6 75 20 66 Victoria Street W Commercial Y 12 75 3 67 Victoria Street W Commercial N 15 75 20 120 Albert Street Commercial N 20 75 20 24 Wellesley Street W Commercial N 17 75 20 98-102 Albert Street Mixed Use Y 21 75* 90* 3 291-297 Queen Street Commercial (Theatre) Y 40 75 3 50 Mayoral Drive Commercial (Theatre) Y 53 75 3 71 Victoria Street W Commercial N 19 75 20 87-89 Albert Street Commercial N 24 75 20 291-297 Queen Street Theatre Y 40 75 3 *This is the Monday to Saturday 07:00 to 22:00 noise criteria. The majority of works will be carried out during this period. For residential receivers the noise limit is reduced to 65 dB LAeq & 80 dB LAFmax on Sundays and Public Holidays between 07:00 to 22:00 and to 60 dB LAeq & 75 dB LAFmax at all other times.

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3. Activities Construction activities for D-wall construction along with approximate duration of works and hours of operation are shown in Table 2. Table 2 Proposed works Stage D-Wall

Details of Works

Equipment utilized

· Install precise guide wall (the guide wall will serve as a trench for collecting bentonite slurry ejected during concreting works). · Excavation of D-wall in sections of approximately 2-3m width using a Hydro fraise rig HC05®. · Support trench using bentonite slurry, which is injected into the trench to eliminate groundwater ingress into the excavation. · Spoil from trench is raised using reverse circulation of drilling fluid. · The first D-wall will be installed as the primary panel. A secondary panel will be cast between two primary panels to form a watertight structural and cut-off D-wall. · Construction of D-wall will be undertaken in this sequence, moving along the wall until complete. · Removal of trees outside Crowne Plaza:

· · · · · · · · · · ·

Concrete breaker Hydro fraise rig Crawler cranes Mobile cranes Excavator 6-wheeler truck Pumps Concrete trucks Delivery trucks Desanding plant Bentonite plant

Duration of Works and hours of operation 20 months (April 2020 to January 2022), 07:00 – 19:00 Monday to Saturday

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4. Faรงade performance and internal noise levels 4.1 Noise The diaphragm wall (D-wall) works are located so close to a number of receivers that internal noise levels will be high. Use of the D-wall (hydro fraise) rig, Bentonite plant, concrete breakers and concrete saw have the potential to exceed the Project noise criteria. An enclosure is unlikely to be practical in a number of locations due to space restrictions on site. It is recommended that the suitable use of enclosures is determined at each location once details regarding the equipment and size of working area are available. An enclosure will form the best practicable option for noise mitigation if it is able to be installed safely around working equipment. Screening is to be provided to the ground floor of affected receivers by noise barriers around all noisy construction works. With the above mitigation and management measures implemented and barriers installed, the noise levels at the most exposed faรงade of a number of properties will still exceed the noise criteria by more than 5dB during some construction activities. These properties are detailed in Table 3 along with an estimate of the current faรงade performance and the worst-case internal noise levels during diaphragm wall construction works.

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Table 3 Estimated internal noise levels Address

Floor

External noise level dB LAeq

Façade Build-up / Expected performance (dB Rw)

87-89 Albert Street

Ground floor: Da Vinci Restaurant

70 - 75 dB during concrete breaking

The façade is approximately 90% laminated glazing and the restaurant is mechanically ventilated. The estimated façade performance with the door closed is 30 dB Rw.

<70 dB during all other activities

120 Albert Street – Huawei Building

First floor and above: Offices with multiple tenancies

80 – 85 dB

Ground Floor and above: Office building

Ground Floor: 75 – 80 dB during concrete breaking. <75 dB during all other activities

<80 dB during all other activities

The façade is approximately 90% single glazing throughout. The windows are openable but well-sealed. The building is mechanically ventilated throughout. The estimated façade performance with the door closed is 30 dB Rw. _1

Expected Worst-Case Internal Noise Level (dB LAeq) / Potential Effects 40 – 45 dB with the door closed

50 – 55 dB with windows closed

Specific Mitigation Measures

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 2.4m high noise barrier.

First Floor and above: 80 – 85 dB <80 dB during all other activities

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103 – 107 Albert Street

Ground Floor: Multiple stores

Ground Floor: 80 – 85 dB during concrete breaking.

The façade is 90% single glazing throughout with a single glazed door. The building has mechanical ventilation but usually the door is kept open. The estimated façade performance with the door closed is 30 dB Rw.

50 – 55 dB with doors closed

First floor and above: 85 – 90 dB during concrete breaking.

The façade is 90% single glazing throughout openable windows.

60– 65 dB with windows closed during concrete breaking.

<85 dB during all other activities

The building does not have mechanical ventilation and tenants rely on natural ventilation through windows. Trickle vents are present in certain areas.

<60 dB during all other activities

<80 dB during all other activities

First floor and above: Manhattan Apartments

The estimated façade performance with the windows closed is 25 dB Rw.

62 Victoria Street West

Ground floor: Subway restaurant

85 – 90 dB during concrete breaking <85 dB during all other activities

Ground Floor: Fuga Japanese Restaurant

85 – 90 dB during concrete breaking <85 dB during all other activities

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Annoying and disturbing for residents. Sleep disruption if carried out during sleeping hours.

The façade is 75% single glazing with sliding doors. The estimated façade performance is 25 dB Rw with doors closed.

60-65 dB with doors closed during concrete breaking.

The façade is 80% single glazing with glazed doors. The estimated façade performance is 25 dB Rw with doors closed.

60-65 dB with doors closed during concrete breaking.

<60 dB during all other activities.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Noisy activities must be scheduled for a time outside sleeping hours, with notice given 24 hours in advance. Manage unnecessary impact sounds. Consultations have identified shift workers whom sleep during the daytime within this building. Mechanical ventilation is required in bedrooms that are located along the facade overlooking the work site, if the resident is a shift worker and needs to sleep during the day. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when

concrete breakers are used immediately outside the building.

99 Albert Street (AA Building)

Ground floor: Entrance to office building. AA Retail Store

Levels 1-3 are car parking Levels 4 – 17: Offices

85 – 90 dB during concrete breaking <85 dB during all other activities

N/A 85 – 90 dB during concrete breaking <85 dB during all other activities

66 Victoria Street West

Ground Floor: Seven Mart

75 – 80 dB during concrete breaking <75 dB during all other activities

Ground Floor: Velvet Burger

75 – 80 dB during concrete breaking. <75 dB during all other activities.

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The façade to the AA store is 90% laminated glazing. The store has two doorways on to Albert Street, opening frequently. The store keeps the doors closed when customers are not entering/departing the store. The store has mechanical ventilation, with an estimated façade performance of 25 dB Rw. Not a noise sensitive space. All rooms are mechanically ventilated with single glazed windows. The estimated façade performance is 30 dB Rw.

Façade is mixture of single glazing and brickwork with an estimate façade performance of 30 dB Rw. The door to Victoria Street West is open the majority of the time which greatly reduces the sound insulation performance of the façade. The building was modified in March 2020 and is now accessed via Federal Street. The Victoria Street façade consists of approximately

60 - 65 dB with the door closed. Annoyance to staff and customers

N/A 55 – 60 dB during concrete breaking Annoyance to staff <55 dB during all other activities 45 – 50 dB when the doors are closed.

N/A Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

45 – 50 dB with windows closed.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

30% glazing, with an estimated façade performance of 30 dB Rw.

First floor: Gloria Jeans Coffee shop (accessed via Federal Street)

80 – 85 dB during concrete breaking <80 dB during all other activities

53-63 Victoria Street West

Ground Floor: Photo store

75 – 80 dB during concrete breaking <75 dB during all other activities

Ground floor: Taj Mahal

75 – 80 dB during concrete breaking <75 dB during all other activities

Ground floor: Café Midnight Express

75 – 80 dB during concrete breaking <75 dB during all other activities

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Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

The coffee shop is accessed via Federal Street. The firstfloor seating area extends to the Victoria Street façade of 66 Victoria Street. The façade is approximately 35% single glazed sash windows. The building is mechanically ventilated throughout. The estimated façade performance is 35 dB Rw. The façade is 90% glazed with a door opening to Victoria Street. The estimated façade performance with the door closed is 30 dB Rw.

45 – 50 dB

The façade is approximately 75% single glazed with no mechanical ventilation. The estimated façade performance is 25 dB Rw.

50 –55 dB with doors closed during concrete breaking

The façade is approximately 75% single glazing with a glazed door access. The building has no mechanical ventilation. Estimated façade performance is 30 dB Rw.

45 – 50 dB with doors closed.

45 – 50 dB with doors closed. Annoyance to staff and customers

<50 dB during all other activities

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately

outside the building. Ground floor: Kebab Time

75 – 80 dB during concrete breaking

This building does not have a façade and only has a roller door which is kept open.

<75 dB during all other activities

75 – 80 dB with shutters open. Annoyance to staff and customers. Difficulty communicating.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. The screening will provide some mitigation, but high noise levels will be experienced within the building during some activities due to lack of façade. Noise monitoring will be conducted at this property when works first commence to check that the barrier is performing as expected and noise levels are as predicted. Additional screening close to the open area of the façade is required but may not be possible to install without impacting access to the shop or footpath outside. This option will be investigated further.

Ground floor: Pawn Shop

75– 80 dB during concrete breaking <75 dB during all other activities

First floor: Mai Tai restaurant

80 – 85 dB <80 dB during all other activities

Ground Floor: Roma Blooms Florist

80 – 85 dB during concrete breaking <80 dB during other activities.

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The façade is a glazed doorway with 50% single glazed window and masonry wall. The estimated façade performance with the door closed is 30 dB Rw.

45 – 50 dB with the door closed.

The façade is approximately 50% single glazing sash windows. The estimated façade performance is 30 dB Rw. The façade is approximately 75% glazed with doors opening on to Albert Street. The estimated façade performance is 25 dB Rw

50 – 55 dB with windows closed.

55 – 60 dB with windows closed <55 dB during other activities.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be

with doors closed.

67 Victoria Street West

Ground floor: Victoria Street News agency

75 – 80 dB during concrete breaking <75 dB during all other activities

First floor: Mexican Café

First floor: 80 - 85 dB during concrete breaking <80 dB during all other activities

69 Victoria Street West

98-102 Albert Street

Ground Floor: Hells Pizza

First floor and above: Surf n Snow

Ground Floor: 75 – 80 dB during concrete breaking.

80 – 85 dB during concrete breaking <80 dB during all other activities

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The façade at ground floor is 50% single glazing with a glazed door that is usually propped open for access. The estimated façade performance with the door closed is 25 dB Rw.

50 – 55 with the windows closed

First floor: Façade is 90% single glazing (folding doors) on to outside balcony dining area overlooking Victoria St with no mechanical ventilation. The estimated façade performance with the door closed is 25 dB Rw.

55 - 60 dB (folding doors closed) during concrete breaking

Façade is 90% single glazing with bi-folding doors that are kept open for ventilation. No mechanical ventilation is available. The estimated façade performance is 30 dB Rw when doors are closed but this will be reduced when doors are open. Bedrooms are located on Level 1 and above. Windows are single glazed with trickle vents. Hotel bedrooms have sliding doors opening onto balconies and windows are single glazed laminate. The current façade performance with doors closed is estimated to be 25 dB Rw.

intermittent in nature and will occur when concrete breakers are used immediately outside the building. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

<55 dB during all other activities Annoyance to staff and customers 45 – 50 dB with doors closed.

55 – 60 dB during concrete breaking with windows/doors closed.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Annoying and disturbing staff or guests. Sleep disruption if carried out during night-time/early morning hours.

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Notice of noisy works is to be provided at least 24 hours in advance and scheduled

outside of sleeping hours where practicable. Manage unnecessary impact sounds. Ground floor: (100 Albert Street – Rio Café)

75 – 80 dB during concrete breaking <75 dB during all other activities

Shop front is comprised of single glazed bi-folding doors which are usually left completely open. The estimated façade performance with the door closed is 25 dB Rw.

50 – 55 dB when doors are closed.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Bi-folding doors on shop front to remain closed during noisy works. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

Ground floor: (98 Albert Street – The Cut)

75 – 80 dB during concrete breaking

-2

<75 dB during all other activities Ground Floor: (Auckland Print Shop)

75 – 80 dB during concrete breaking <75 dB during all other activities

Ground floor: (NZ Buy)

75 – 80 dB during concrete breaking

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. The façade is masonry with a single glazed door from the street into the store with no mechanical ventilation. The estimated façade performance with the door closed is 25 dB Rw.

50 – 55 dB (with door closed)

-2

<75 dB during all other activities Ground floor: (Nourishing Life) Page 14

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75 – 80 dB during concrete breaking

Further consultation to take place prior to start of works. Date TBC at time of writing.

-2

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Further consultation to take place prior to start of works. Date TBC at time of writing.

Ground Floor: City Photo

37 Wellesley Street – Econolodge Hotel

<75 dB during all other activities 75 – 80 dB during concrete breaking

Ground Floor: Liquor and Tobacco

<75 dB during all other activities 75 – 80 dB during concrete breaking

Ground floor and above: Econolodge Hotel

<75 dB during all other activities 80 – 85 dB during concrete breaking <80 dB during all other activities

44 - 52 Wellesley Street West

Ground Floor (Mayoral Drive façade): Christian Reading Centre

80 – 85 dB during concrete breaking <80 dB during all other activities

Ground Floor (Mayoral Drive façade): Crayon Page 15

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80 – 85 dB during concrete breaking

Further consultation to take place prior to start of works. Date TBC at time of writing.

The façade on the first floor consists of approximately 90% single glazing with doors onto a balcony space. The estimated façade performance with windows closed is 30 dB Rw.

50 – 55 dB when windows are closed.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

The façade above second floor level is approximately 40% single glazed with openable windows. The façade performance with windows closed is estimated to be 35 dB Rw. All areas are mechanically ventilated. The façade consists of approximately 95% single glazing. The building is mechanically ventilated with automatic doors onto Mayoral Drive. The estimated façade performance with the door closed is 25 dB Rw.

Above Second Floor: 45 – 50 dB when windows are closed.

The façade consists of approximately 80% single

55 – 60 dB during concrete breaking when doors are

Annoyance to guests and sleep distance if works are carried out during nighttime/early morning hours.

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Manage unnecessary impact sounds. Notice of noisy works is to be provided at least 24 hours in advance and scheduled outside of sleeping hours where practicable.

55 – 60 dB during concrete breaking when doors are closed.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Annoyance and loss of concentration

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

<55 dB during all other activities

Screening provided by 3m high temporary mobile noise barrier during high noise

Nail & Beauty <80 dB during all other activities

Ground Floor (Mayoral Drive façade): Western Union

80 – 85 dB during concrete breaking <80 dB during all other activities

Ground Floor (Greedy Guts Café)

75 – 80 dB during concrete breaking <75 dB during all other activities

135 Albert Street – Auckland Council

First Floor and above: Offices

85 – 90 dB during concrete breaking

Ground Floor: Council Reception Area

<85 dB during all other activities 80 – 85 dB during concrete breaking

glazing with double doors opening onto Albert Street. The building has no mechanical ventilation. The estimated façade performance with the door closed is 25 dB Rw. The façade consists of approximately 90% single glazing. The building is mechanically ventilated with automatic doors onto Mayoral Drive. The estimated façade performance with the door closed is 25 dB Rw.

closed.

generating activities.

Annoyance to staff and customers

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

Annoyance to staff and customers. Loss of concentration.

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

The façade consists of bifolding doors and is completely open at times when the café is open. The estimated façade reduction is 10 dB.

65 – 70 dB during concrete breaking

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

-2

-1

<55 dB during all other activities 55 –60 dB during concrete breaking when doors are closed.

Annoyance to staff and customers.

<80 dB during all other activities First floor and above: Offices

80 – 85 dB <80 dB during all other activities

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-1

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used at the intersection with Albert Street and Mayoral Drive. Further consultation to take place prior to start of works. Date TBC at time of writing.

Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 2.4m high noise barrier. Further consultation to take place prior to start of works. Date TBC at time of writing.

11 Mayoral Drive

128 Albert Street – Crowne Plaza Hotel

85 – 90 dB during concrete breaking <85 dB during all other activities Ground Floor: 80 – 85 dB during concrete breaking

-1

Further consultation to take place prior to start of works. Date TBC at time of writing.

<80 dB during all other activities

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

First Floor and above: 85 – 90 dB during concrete breaking

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

<85 dB during all other activities

24 Wellesley Street West – Auckland Council (Bledisloe House)

109 – 125 Albert Street – Sky City

Ground floor: Reception area

Ground floor: 75 – 80 dB during concrete breaking

First floor and above: Office spaces, with emergency response room on Level 1

<75 dB during all other activities

Ground floor: Lobby and East Day Spa

Ground floor: 85 – 90 dB during concrete breaking <85 dB during all other activities

The building façade is 80% glazed with poorly sealed single glazing and mechanical ventilation throughout. The estimated façade performance is 25 dB Rw.

The building façade is 85% glazing with doors opening to the lobby within the Sky City building. The estimated façade performance is 35 dB with windows closed.

50 – 55 in office spaces on the western façade of Bledisloe House. Annoyance to office staff. Potential speech intelligibility problems in the emergency response room if noisy works are taking place during room use on the western façade. 50 – 55 dB Annoyance to staff and customers.

Notice of noisy works is to be provided at least 24 hours in advance and scheduled outside of sleeping hours. Worst-case noise levels will be intermittent in nature and will occur when concrete trucks are used immediately outside the building. Notice of noisy works is to be provided in advance, with a weekly newsletter provided to Auckland Council.

Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided to ground floor by 2.4m high noise barrier. Worst-case noise levels will be

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291-297 Queen Street Civic Theatre

Third Floor: Gusto Restaurant

85 – 90 dB during concrete breaking

Fourth floor: Convention Centre

<85 dB during all other activities

Ground floor and above: Performance space and ancillary rooms.

75 – 80 dB at the most exposed area of the façade during concrete breaking <75 dB during all other activities

50 Mayoral Drive Aotea Centre

Ground floor and above: Performance space and ancillary rooms.

<75 dB during all activities

71 Victoria Street West

Ground floor and first floor: Fiddler Irish Bar

80 – 85 dB during concrete breaking <80 dB during all other activities

The façade is a combination of masonry and glass to ancillary rooms. The façade performance is estimated to be at least 45 dB Rw to internal spaces within the Civic Theatre. Performance spaces are located within the building away from external facades facing the works. The façade is a combination of masonry and glass to ancillary rooms. The façade performance is estimated to be at least 45 dB Rw to internal spaces within the Aotea Centre. Performance spaces are located within the building away from external facades facing the works. The façade at the ground floor is brickwork and 50% single glazing, the space is not mechanically ventilated, and an estimated performance of 30 dB Rw. First floor façade is single glazed with a balcony area with a direct view over

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Noise from these works is not expected to be audible in Civic Theatre performance spaces.

intermittent in nature and will occur when concrete breakers are used immediately outside the building. Further consultation to take place prior to start of works. Date TBC at time of writing. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Screening provided to ground floor by 2.4m high noise barrier.

Noise from these works is not expected to be audible in Aotea Centre performance spaces.

Screening provided to ground floor by 2.4m high noise barrier.

50 – 55 dB during concrete breaking when doors are closed.

Screening provided by 2.4m high noise barrier.

Annoyance to staff and customers

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

<50 dB during all other activities

291 – 297 Queen Street – Civic Theatre

Civic Theatre

<75 dB during D Wall works.

Victoria Street. The estimated façade performance with the door closed is 30 dB Rw. The façade of the theatre is masonry from the first floor and above, with glazed retail units on the ground floor.

The performance spaces are not impacted by construction noise from Dwall works.

Notes: 1. 2. 3.

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Not consulted as CRLL manage this relationship and will be arranging a time for consultation. Not consulted as owner/manager was unavailable. Not consulted as property is currently vacant.

Consultation with the Civic Theatre is ongoing, and Link Alliance will keep the theatre informed of upcoming noisy works.

4.2 Vibration In addition to the general noise and vibration control measures outlined in Section 5 of the CNV DWP, the specific vibration mitigation measures outlined in Table 4 should be implemented if the initial on-site vibration monitoring demonstrates that the building damage vibration limits will be exceeded. Table 4 Vibration Mitigation Measures Equipment/process

Vibration control measures

Excavators, bobcats, loaders

Grease tracks regularly. Avoid unnecessary revving of engines and banging of buckets on the ground. Use smaller equipment where possible.

Excavator mounted rock breaker

Use lower vibration generating equipment such as a handheld jack hammer

Site-specific vibration mitigation measures are included in Table 5. Table 5 Site-Specific Vibration Mitigation Measures Address

Minimum distance to works (m)

Building type

Specific Mitigation Measures

11 Mayoral Drive

Historic/Vibration Sensitive

Vibration may be felt within 11 Mayoral Drive. Monitoring will be carried out once use of the excavator and breaker begins within 10 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.

109-125 Albert Street

Residential/Mixed Use

Vibration may be felt within 109-125 Albert Street. Monitoring will be carried out once use of the excavator and breaker begins within 10 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable. Long term vibration monitoring is being conducted in this building.

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| Aotea Station Main Works

Further details of the meetings and comments made by the stakeholders are provided in Appendix E of the Aotea Station main works CNV DWP.

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| Aotea Station Main Works

6. Monitoring Section 8 of the CNV DWP provides details of the methodology for noise and vibration monitoring.

6.1 Noise Monitoring Noise monitoring will be carried out when use of the concrete breakers and the D-wall rig begins within 20 metres of the buildings detailed in Table 6. The monitoring will be carried out at first floor level unless we are unable to gain access. Table 6 Noise Monitoring Locations Receiver

Monitoring Location

99 Albert Street

1m from façade of building

44-52 Wellesley Street W

1m from façade of building

62 Victoria Street W

1m from façade of building

128 Albert Street

1m from façade of building

98-102 Albert Street

1m from façade of building

15-31 Wellesley Street W

1m from façade of building

6.2 Vibration Monitoring Vibration monitoring will be carried out when works begin on site to determine actual equipment vibration levels and the attenuation provided by local ground conditions. If the initial vibration monitoring demonstrates that the emission radius for the plant is similar to that identified in the CNV DWP addendum, then the monitoring as detailed below will be carried out. If the initial monitoring demonstrates that vibration levels are lower than predicted fewer properties may require monitoring. Vibration monitoring will be carried out at the following receivers when the excavator and breaker are operating within 10 metres of the following buildings: · ·

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11 Mayoral Drive 109-125 Albert Street

| Aotea Station Main Works

Aotea Station Main Works Piling Site Specific Construction Noise and Vibration Management Plan

Revision: 00A 14 April 2020

Page 1

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling

Site Specific Construction Noise and Vibration Management Plan This document is uncontrolled when printed. This document should be printed in colour

Revision Status Revision

Issue Date

Major Changes

Changed By

Approved By

000

03/03/2020

For Issue

J Grimes

C Drewery

00A

14/04/2020

Updated following Auckland Council review

J Grimes

C Drewery

Approval Status Name/Title

Signature

Date

Prepared by:

Joe Grimes Principal Acoustic Engineer

14 April 2020

Reviewed by:

Claire Drewery Technical Director â€“ Acoustics

14 April 2020

Controlled by:

Claire Drewery Technical Director â€“ Acoustics

14 April 2020

Approved by:

Peter Roan Planning and Approvals Manager

14 April 2020

Page 2

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling

Table of contents 1. Introduction ................................................................................................4 1.1

Objective ........................................................................................................................... 4

1.2

Site Plan............................................................................................................................. 4

2. Receivers .....................................................................................................5 3. Activities......................................................................................................6 4. Faรงade performance and internal noise levels ...........................................7 4.1

Noise ................................................................................................................................. 7

4.2

Vibration ......................................................................................................................... 18

5. Communication and Consultation ............................................................20 6. Monitoring ................................................................................................21

Page 3

6.1

Noise Monitoring............................................................................................................. 21

6.2

Vibration Monitoring....................................................................................................... 21

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling

1. Introduction This is a Site-Specific Construction Noise and Vibration Management Plan (SSCNVMP) and forms part of the Construction Noise and Vibration Delivery Work Plan (CNV DWP) for the Aotea Station main works (the â€˜Projectâ€™). This SSCNVMP provides a specific assessment of construction noise and vibration from piling works within the project designation. Works include installation of steel-reinforced concrete piles to rock level/refusal, via bored piling, in the northern section of the Aotea Station up to the interface with the C2 contract works. This SSCNVMP should be read in conjunction with the Aotea Station Main Works Construction Noise and Vibration Delivery Work Plan (CNV DWP) to which this document forms Appendix F, as it contains further details of the project, noise criteria, monitoring and general mitigation measures. An overview of the works and details of the construction methodology are contained in Section 2.0 of the CNV DWP

1.2 Site Plan The locations of the piling works are shown in Figure 1.

Figure 1 Site location

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| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling

2. Receivers Receivers where noise and/or vibration levels due to piling works within the project designation have the potential to exceed project noise or vibration standards, along with the relevant building uses, are listed in Table 1. Table 1 Affected receivers Address

Use

Historic/ Vibration Sensitive N Y Y Y

Minimum Distance to Works 6 4 3 5

Noise Criteria, dB LAeq 75* 75* 75 75

Noise Criteria, dB LAFmax 90* 90* -

Vibration Criteria, mm/s 5 3 3 3

128 Albert Street Residential 69 Albert Street Courthouse 83 Albert Street Commercial 4 Kingston Street Commercial 98-102 Albert Street Mixed Use Y 3 75* 90* 3 109-125 Albert Street Mixed Use N 18 75* 90* 5 85 Albert Street Commercial N 5 75 20 92 Albert Street Education N 8 75* 90* 20 6-12 Kingston Street Empty N 5 20 87-89 Albert Street Commercial N 5 75 20 74 Albert Street Residential N 8 75* 90* 5 53-63 Victoria Street W Commercial N 5 75 20 120 Albert Street Commercial N 20 75 20 63 Albert Street Commercial N 8 75 20 38 Wyndham Street Mixed Use N 10 75* 90* 5 291-297 Queen Street Theatre Y >100 75 3 *This is the Monday to Saturday 07:00 to 22:00 noise criteria. The majority of works will be carried out during this period. For residential receivers the noise limit is reduced to 65 dB LAeq & 80 dB LAFmax on Sundays and Public Holidays between 07:00 to 22:00 and to 60 dB LAeq & 75 dB LAFmax at all other times.

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Site Specific Construction Noise and Vibration Management Plan - Piling

3. Activities Construction activities for piling works along with approximate duration of works and hours of operation are shown in Table 2. Table 2 Proposed works Stage

Details of Works

Equipment utilised

Piling

· ·

· · · · · · ·

· ·

Install steel casing to rock level/refusal. Auger through the steel casing to the base of the pile. Install reinforcing cage and pour concrete. Piles to be installed just separated from each other.

Bored piling rig Crawler cranes Mobile cranes Excavators 6 Wheeler truck Pumps Concrete trucks

Duration of Works and hours of operation 20 months (April 2020 to January 2022), 07:00 – 19:00 Monday to Saturday

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Site Specific Construction Noise and Vibration Management Plan - Piling

4. Faรงade performance and internal noise levels 4.1 Noise The piling works are located so close to a number of receivers that internal noise levels will be high. Use of the piling rig, excavators, and vibro-hammer has the potential to exceed the Project noise criteria. With the mitigation and management measures implemented and barriers installed, the noise levels at the most exposed faรงade of a number of properties will still exceed the noise criteria by more than 5dB during some construction activities. These properties are detailed in Table 3 along with an estimate of the current faรงade performance and the worst-case internal noise levels during piling works.

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Site Specific Construction Noise and Vibration Management Plan - Piling Table 3 Estimated internal noise levels Address

Floor

External noise level dB LAeq

Façade Build-up / Expected performance (dB Rw)

22 Durham Street West - Media School – Tower at 92 Albert Street

Ground floor: Building entrance lobby, café area

70 – 75 dB during use of the bored piling rig

Ground floor is the building lift lobby and a small café/coffee shop area. The building is accessed via sliding doors to Albert Street. The estimated façade performance on the ground floor is 25 dB Rw. N/A Lecture theatre façade is 100% glazed. The room is mechanically ventilated. The estimated façade performance is 30 dB Rw.

<70 dB during all other activities

Level 1-4: Vacant Level 5: Design School Lecture Theatre

80 – 85 dB during use of the bored piling rig <80 dB during all other activities

Level 6-11: Vacant: Level 12: Offices

75 – 80 dB during use of the bored piling rig <75 dB during all other activities

N/A Office façade is 90% single glazing. Offices are mechanically ventilated. Background noise in the offices is estimated to be 50 55 dBA. The estimated façade performance is 30 dB Rw.

Expected Worst-Case Internal Noise Level (dB LAeq) / Potential Effects 45 – 50 dB when doors are closed.

Specific Mitigation Measures

Screening provided by 2.4m high noise barrier. Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building.

N/A 50 – 55 dB Annoyance to staff and students.

N/A 45 – 50 dB

N/A Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building. Notice of noisy works is to be provided at least 24 hours in advance and undertaken outside of student learning hours where practicable. N/A

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling Level 14-20: Media Design School

75 – 80 dB during use of the bored piling rig <75 dB during all other activities

83 Albert Street

Ground floor: Coffee Right cafe

75 – 80 dB during use of the bored piling rig <75 dB during all other activities

The classrooms and learning areas on the Albert Street façade are approximately 90100% glazed. The rooms are mechanically ventilated. The estimated façade performance is 30 dB Rw. The façade is approximately 75% single glazed, 25% masonry wall. The estimated façade performance is 30 dB Rw.

45 – 50 dB

Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building.

45 – 50 dB with the door closed

The café is mechanically ventilated.

87-89 Albert Street

Ground floor: Da Vinci Restaurant

70 – 75 dB during use of the bored piling rig <70 dB during all other activities

Ground Floor: Little Albert Coffee

<80 dB

The façade is approximately 90% laminated glazing and the restaurant is mechanically ventilated. The estimated façade performance with the door closed is 30 dB Rw.

40 – 45 dB with the door closed

The coffee stand is open air and is not situated inside a building.

<80 dB

Annoying and disturbing to staff or customers.

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| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling

First floor and above: Offices with multiple tenancies

80 – 85 dB during use of the bored piling rig <80 dB during all other activities

85 Albert Street

Vacant

Ground floor: 70 – 75 dB during use of the bored piling rig

50 – 55 dB with windows closed

-3

Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building.

<70 dB during all other activities

Ground floor and above: Barclay Suites

Ground floor: 70 – 75 dB during use of the bored piling rig <70 dB during all other activities First floor and above: 80 – 85 dB during use of the bored piling rig <80 dB during all other activities

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| Aotea Station Main Works

First floor and above: 80 – 85 dB

74 Albert Street

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

-1 Info below taken from C2 consultation.: This building is a hotel and is mechanically ventilated. Hotel bedrooms have sliding doors opening onto balconies and windows are single glazed laminate. The estimated façade performance with the door closed is 35 dB Rw.

Ground floor: <40 dB First floor and above: 45 – 50 dB

Screening provided by 2.4m high noise barrier. Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building.

Site Specific Construction Noise and Vibration Management Plan - Piling 4 Kingston Street

Ground floor: City Convenience Store

75 – 80 dB during use of the bored piling rig

-2

<75 dB during all other activities

Ground floor: Rakuten Japanese restaurant

75 – 80 dB during use of the bored piling rig <75 dB during all other activities

First floor and above: Apartments

6-12 Kingston Street

Vacant

85 – 90 dB during use of the bored piling rig <85 dB during all other activities 80 – 85 dB during use of the bored piling rig <80 dB during all other activities

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The façade to Kingston Street is a roller-shutter door and is completely open when the restaurant is open. The estimated façade performance with the roller door open is 20 dB Rw.

60 – 65 dB Annoying and disturbing staff or guests. Communication difficulties. Loss of concentration

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Piling in Kingston Street to be conducted outside of the restaurant’s busiest times. Additional screening close to the open area of the façade is required but may not be possible to install without impacting access to the shop or footpath outside. This option will be investigated further. Consultation to take place in February 2020.

Site Specific Construction Noise and Vibration Management Plan - Piling 65 Albert Street

Auckland District Court

75 – 80 dB during use of the bored piling rig <75 dB during all other activities First floor and above: 85 – 90 dB during use of the bored piling rig

40 – 45 dB in courtrooms without secondary glazing installed. This would result in interference with digital audio recording equipment and court proceedings.

Jury rooms and judicial offices on floors 1, 4 and 10-12 on both Albert Street and Kingston Street facades are up to 90% glazing with an estimated façade performance of 35 dB Rw.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Secondary glazing to be installed in remaining court rooms overlooking Kingston and Albert Street. Piling immediately adjacent to the court must be scheduled for a time when the court is not in session. Long term noise monitoring to be set up in this building.

Secondary glazing was installed in some of the courtrooms overlooking Albert Street as part of the C2 works.

53 - 63 Victoria Street West

Ground Floor: Photo store

Ground floor: Mai Tai restaurant entrance Ground floor: Taj Mahal

70 – 75 dB during use of the bored piling rig <70 dB during all other activities N/A 75 – 80 dB during use of the bored piling rig <75 dB during all other

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| Aotea Station Main Works

An internal construction noise limit of 40 dB LAeq is recommended for the court rooms on the Albert Street façade. The façade is 90% glazed with a door opening to Victoria Street. The estimated façade performance with the door closed is 30 dB Rw. N/A The façade is approximately 75% single glazed with no mechanical ventilation. The estimated façade

45 – 50 dB with doors closed. Annoyance to staff and customers

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

N/A

45 – 50 dB with doors closed. Annoyance to staff and customers

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Site Specific Construction Noise and Vibration Management Plan - Piling

Ground floor: Café Midnight Express

activities 75 – 80 dB during use of the bored piling rig <75 dB during all other activities

Ground floor: Kebab Time

Ground floor: Pawn Shop

75 – 80 dB during use of the bored piling rig <75 dB during all other activities 75 – 80 dB during use of the bored piling rig <75 dB during all other activities

Ground Floor: Roma Blooms Florist

75 - 80 dB during use of the bored piling rig <75 dB during all other activities

First floor: Mai Tai restaurant

85 – 90 dB during use of the bored piling rig <85 dB during all other activities

performance is 30 dB Rw. The Façade is approximately 75% single glazing with a glazed door access. The building has no mechanical ventilation. Estimated façade performance is 30 dB Rw. This building does not have a façade and only has a roller door which is kept open.

45 – 50 dB with doors closed. Annoyance to staff and customers

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

75 – 80 dB with shutters open. Annoyance to staff and customers. Difficulty communicating. 45 – 50 dB with the door closed.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

The façade is approximately 75% glazed with doors opening on to Albert Street. The estimated façade performance is 25 dB Rw with doors closed.

50 – 55 dB with windows closed

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

The façade is approximately 50% single glazing sash windows. The estimated façade performance is 30 dB Rw.

55 – 60 dB with windows closed. Annoyance to staff and customers

The façade is a glazed doorway with 50% single glazed window and masonry wall. The estimated façade performance with the door closed is 30 dB Rw.

<50 dB during other activities.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Piling on Albert Street directly outside of this building to be conducted outside of the restaurant’s busiest times.

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Site Specific Construction Noise and Vibration Management Plan - Piling 98-102 Albert Street

First floor and above: Surf n Snow

85 – 90 dB during use of the bored piling rig <85 dB during all other activities

Ground floor: 100 Albert Street – Rio Café

75 – 80 dB during use of the bored piling rig <75 dB during all other activities

Ground floor: 98 Albert Street – The Cut

75 – 80 dB during use of the bored piling rig <75 dB during all other activities

60 – 65 dB with windows/doors closed.

Shop front is comprised of single glazed bi-folding doors which are usually left completely open. The estimated façade performance with the door closed is 25 dB Rw.

50 – 55 dB when doors are closed.

-2

Annoying and disturbing staff or guests. Sleep disruption if carried out during nighttime/early morning hours.

Annoyance to staff and customers.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Notice of noisy works is to be provided at least 24 hours in advance and scheduled outside of sleeping hours where practicable. Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building. . Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Bi-folding doors on shop front to remain closed during noisy works.

Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building. Consultation to take place in February 2020. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building.

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| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling Ground Floor: Auckland Print Shop

75 – 80 dB during use of the bored piling rig <75 dB during all other activities

Ground Floor: NZ Buy

75 – 80 dB during use of the bored piling rig

The façade is masonry with a single glazed door from the street into the store with no mechanical ventilation. The estimated façade performance with the door closed is 25 dB Rw.

50 – 55 dB (with door closed) Annoyance to staff and customers

-2

Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building.

<75 dB during all other activities

Ground Floor: Nourishing Life

75 – 80 dB during use of the bored piling rig

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Consultation to take place in February 2020. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

-2

<75 dB during all other activities

Ground Floor: City Photo

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| Aotea Station Main Works

75 – 80 dB during use of the bored piling rig

Consultation to take place in February 2020.

Site Specific Construction Noise and Vibration Management Plan - Piling <75 dB during all other activities

Ground Floor: Liquor and Tobacco

75 – 80 dB during use of the bored piling rig

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

<75 dB during all other activities

109 – 125 Albert Street – Sky City

Ground floor: Lobby and East Day Spa

Ground floor: 80 – 85 dB during use of the bored piling rig <80 dB during all other activities

Page 16

Third Floor: Gusto Restaurant

85 – 90 dB during use of the bored piling rig

Fourth floor: Convention Centre

<85 dB during all other activities

| Aotea Station Main Works

The building façade is 85% glazing with doors opening to the lobby within the Sky City building. The estimated façade performance is 35 dB with windows closed.

50 – 55 dB Annoyance to staff and customers.

Worst-case noise levels will be intermittent in nature and will occur when the piling rig is used immediately outside the building. Further consultation will take place in February 2020. Screening provided to ground floor by 2.4m high noise barrier. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building. Further consultation will take place in February 2020. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the

Site Specific Construction Noise and Vibration Management Plan - Piling

128 Albert Street – Crowne Plaza Hotel

Ground Floor: 75 – 80 dB during piling

-1

<75 dB during all other activities

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

First Floor and above: 80 – 85 dB during piling

291 – 297 Queen Street – Civic Theatre

Civic Theatre

<80 dB during all other activities

Worst-case noise levels will be intermittent in nature and will occur when piling rig used immediately outside the building.

<75 dB during piling works.

Notice of noisy works is to be provided at least 24 hours in advance and scheduled outside of sleeping hours. Consultation with the Civic Theatre is ongoing, and Link Alliance will keep the theatre informed of upcoming noisy works.

The façade of the theatre is masonry from the first floor and above, with glazed retail units on the ground floor.

The performance spaces are not impacted by construction noise from piling works.

Notes: 1. 2. 3. 4.

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| Aotea Station Main Works

building. Further consultation to take place in February 2020.

Site Specific Construction Noise and Vibration Management Plan - Piling

Vibration control measures

Excavators, bobcats, loaders

Grease tracks regularly. Avoid unnecessary revving of engines and banging of buckets on the ground. Use smaller equipment where possible.

Plate compactor

Use a small compactor where practicable.

Site-specific vibration mitigation measures are included in Table 5. Table 5 Site-Specific Vibration Mitigation Measures Address

Minimum distance to works (m)

Building type

Specific Mitigation Measures

98-102 Albert Street

Historic/Vibration Sensitive

Vibration may be felt within 98-102 Albert Street. Monitoring will be carried out once bored piling begins within 10 metres of the building to determine the actual levels of vibration from the equipment used. Alternative piling methodology will be utilised if necessary to meet the building damage criterion. Further liaison will take place and high-vibration emitting activities scheduled outside of early morning and evening hours, when building occupants may be sleeping.

83 Albert Street

Historic/Vibration Sensitive

Vibration may be felt within 83 Albert Street. Monitoring will be carried out once bored piling begins within 10 metres of the building, to determine the actual levels of vibration from the equipment used. Alternative piling methodology will be utilised if necessary, to meet the building damage criterion.

128 Albert Street

Mixed Use

Vibration may be felt within 128 Albert Street. Monitoring will be carried out once piling begins within 15 metres of the building to determine the actual levels of vibration from the equipment used. Alternative piling methodology will be

Page 18

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling utilised if necessary to meet the building damage criterion. 65 Albert Street

Historic/Vibration Sensitive

Vibration may be felt within 65 Albert Street. Monitoring will be carried out once bored piling begins within 10 metres of the building, to determine the actual levels of vibration from the equipment used. Ground-borne noise will also be checked in the court rooms Alternative piling methodology will be utilised if necessary to achieve suitable vibration levels within the court room. Alternatively high vibration generating activities will be carried out when the court is not in session. Long term vibration monitoring to be set up in this building.

4 Kingston Street

Mixed Use

Vibration may be felt within 4 Kingston Street Monitoring will be carried out once piling begins within 10 metres of the building to determine the actual levels of vibration from the equipment used. Alternative piling methodology will be utilised if necessary, to meet the building damage criterion.

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| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling

Further details of the meetings and comments made by the stakeholders are provided in Appendix E of the Aotea Station main works CNV DWP.

Page 20

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan - Piling

6. Monitoring Section 7.0 of the CNV DWP provides details of the methodology for noise and vibration monitoring.

6.1 Noise Monitoring Noise monitoring will be carried out when piling begins within 20 metres of the buildings detailed in Table 6. The monitoring will be carried out at first floor level unless we are unable to gain access. Table 6 Noise Monitoring Locations Receiver

Monitoring Location

83 Albert Street

1m from façade of building

98-102 Albert Street

1m from façade of building

4 Kingston Street

1m from façade of building

53-63 Victoria Street West (facing Albert Street) 65 Albert Street

1m from façade of building

92 Albert Street

1m from façade of building

128 Albert Street

1m from façade of building

6.2 Vibration Monitoring Vibration monitoring will be carried out when works begin on site to determine actual equipment vibration levels and the attenuation provided by local ground conditions. If the initial vibration monitoring demonstrates that the emission radius for the plant is similar to that identified in the CNV DWP addendum, then the monitoring as detailed below will be carried out. If the initial monitoring demonstrates that vibration levels are lower than predicted fewer properties may require monitoring. Vibration monitoring will be carried out at the following receivers when bored piling works occur within 15 metres, or when the excavator is operating within 10 metres of the following buildings: · · ·

Page 21

83 Albert Street 65 Albert Street 98-102 Albert Street

| Aotea Station Main Works

Aotea Station Main Works Roof Construction Site Specific Construction Noise and Vibration Management Plan

Revision: 00A 14 April 2020

Page 1

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan – Roof construction

Site Specific Construction Noise and Vibration Management Plan This document is uncontrolled when printed. This document should be printed in colour

Revision Status Revision

Issue Date

Major Changes

Changed By

Approved By

000

03/03/2020

For Issue

J Grimes

C Drewery

00A

14/04/2020

Updated following Auckland Council review

J Grimes

C Drewery

Approval Status Name/Title

Signature

Date

Prepared by:

Joe Grimes Senior Acoustic Engineer

14/04/2020

Reviewed by:

Claire Drewery Technical Director – Acoustics

14/04/2020

Controlled by:

Claire Drewery Technical Director – Acoustics

14/04/2020

Approved by:

Peter Roan Planning and Approvals Manager

14/04/2020

Page 2

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan â€“ Roof construction

Table of contents 1. Introduction ................................................................................................4 1.1

Objective ........................................................................................................................... 4

1.2

Site Plan............................................................................................................................. 4

Noise ................................................................................................................................. 7

4.2

Vibration ......................................................................................................................... 24

5. Communication and Consultation ............................................................25 6. Monitoring ................................................................................................26

Page 3

6.1

Noise Monitoring............................................................................................................. 26

6.2

Vibration Monitoring....................................................................................................... 26

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan – Roof construction

1. Introduction This is a Site-Specific Construction Noise and Vibration Management Plan (SSCNVMP) and forms part of the Construction Noise and Vibration Delivery Work Plan (CNV DWP) for the Aotea Station Main Works (the ‘Project’). This SSCNVMP provides a specific assessment of construction noise and vibration from Roof Construction works within the project designation. Roof Construction includes pouring of the roof slab in 10m sections, leaving approximately 5x8m holes to allow extraction and loading during further station works below ground. This SSCNVMP should be read in conjunction with the Aotea Station Main Works Construction Noise and Vibration Delivery Work Plan (CNV DWP) to which this document forms Appendix F, as it contains further details of the project, noise criteria, monitoring and general mitigation measures. An overview of the works and details of the construction methodology are contained in Section 2 of the CNV DWP.

1.2 Site Plan The locations of the roof slab construction works are shown in Figure 1.

Figure 1 Site location

Page 4

| Aotea Station Main Works

Site Specific Construction Noise and Vibration Management Plan â€“ Roof construction

2. Receivers Receivers where noise and/or vibration levels due to the roof construction works within the project designation have the potential to exceed project noise or vibration standards, along with the relevant building uses, are listed in Table 1. Table 1 Affected receivers Address

99 Albert Street 109-125 Albert Street 44-52 Wellesley Street W 11 Mayoral Drive 98-102 Alber Street 135 Albert Street 85 Albert Street 83 Albert Street 62 Victoria Street W 87-89 Albert Street 92 Albert Street 128 Albert Street 37 Wellesley Street W 103-107 Albert Street 65 Albert Street 24 Wellesley Street W 109-125 Albert Street 98-102 Albert Street 128 Albert Street 37 Wellesley Street W 53-63 Victoria Street W 103-107 Albert Street 66 Victoria Street W 67 Victoria Street W 69 Victoria Street W 37-43 Victoria Street W 76 Albert Street 74 Albert Street 71 Victoria Street W

Use

Historic/ Vibration Sensitive N N N Y Y N N Y N N N N N N Y N N Y N N N N Y N N N N N N

Minimum Distance to Works 1 2 2 2 3 4 4 5 5 5 7 6 5 7 6 17 2 3 6 5 5 7 12 14 16 14 23 8 18

Noise Criteria, dB LAeq 75 75* 75 75 75* 75 75 75 75 75 75* 75* 75* 75* 75* 75 60 60 60 60 75 60 75 75 75 75 60 60 75

Noise Criteria, dB LAFmax 90* 90* 90* 90* 90* 90* 90* 75 75 75 75 75 75 75 -

Vibration Criteria, mm/s 20 5 20 3 3 20 20 3 20 20 20 5 5 5 3 20 5 3 5 5 20 5 3 20 20 20 5 5 20

Commercial Mixed Use Commercial Commercial Mixed Use Commercial Commercial Commercial Commercial Commercial Education Residential Residential Residential Courthouse Commercial Mixed Use Mixed Use Residential Residential Commercial Residential Commercial Commercial Commercial Commercial Residential Residential Commercial Theatre (Notable 50 Mayoral Drive Receiver) Y 70 60 75 3 27-35 Victoria Street W Residential N 24 60 75 5 4 Kingston Street Commercial Y 18 75 3 75 Victoria Street W Mixed Use N 22 60 75 5 15-31 Wellesley Street W Residential N 22 60 75 5 22 Durham Street W Residential N 35 60 75 5 38 Wyndham Street Mixed Use N 10 60 75 5 198 Federal Street Residential N 42 60 75 5 76 Albert Street Residential N 23 60 75 5 68 Victoria Street W Commercial Y 21 75 3 182 Federal Street Residential N 50 60 75 5 205 Queen Street Commercial N 68 75 20 Theatre (Notable 291-297 Queen Street Receiver) Y 34 75 90 3 *This is the Monday to Saturday 07:00 to 22:00 noise criteria. The majority of works will be carried out during this period. For residential receivers the noise limit is reduced to 65 dB LAeq & 80 dB LAFmax on Sundays and Public Holidays.

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Site Specific Construction Noise and Vibration Management Plan – Roof construction

3. Activities Construction activities for roof slab works along with proposed start and end dates, and hours of operation, are shown in Table 2. Table 2 Proposed works Stage

Roof Slab Construction

Details of Works

Equipment utilised

· Install roof slab structure (slab will be cast in 10m sections with a capping beam across the width of the Station). · Roof slab will have holes (approximately 5x8m) to allow extraction of material and loading in of construction material for construction of the Station. · Reinstate the road after installation of the roof, leaving a number of openings. · Start mining and excavation to final depth occurs concurrently under the roof. · Concourse construction (install a gantry crane beneath roof structure to service both the concourse construction and platform construction). · Construct entrance building on the corner of Wellesley and Albert Street. · Construct internal walls, platform and overtrack exhaust (OTE) structure. · TBM breakthrough. · Finish structure on drive 1 retrieval area including lift shaft. · TBM will be retrieved from the first drive by a 450T crane. · TBM transported back to Mt Eden for second drive.

· · · · · · · ·

Excavator Concrete pumps 25T and 50T crane 6-wheeler trucks 45m radius tower crane TBM 450T crane Concrete trucks

Duration of Works (approximate) 41 months (April 2020 to September 2023)

Details of the construction equipment that is likely to be used in the above activities and the associated noise levels can be found in Section 4.1 of the CNV DWP. Details of the equipment that is expected to generate high levels of vibration can be found in Section 4.2 of the CNV DWP. The equipment levels detailed are placeholders. All equipment will be measured operating independently and then actual equipment noise/vibration levels and model numbers will be recorded and updated within the table. Concrete pouring of the roof slab is likely to occur during night time hours in order to expedite the construction of the roof slab and improve quality. Predictions of construction noise during night-time hours include only a concrete truck and concrete pump operational in the works area.

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Site Specific Construction Noise and Vibration Management Plan – Roof construction

4. Façade performance and internal noise levels 4.1 Noise The roof slab construction works are located so close to a number of receivers that internal noise levels will be high during some activities. With the mitigation and management measures implemented and barriers installed, the noise levels at the most exposed façade of a number of properties will still exceed the noise criteria by more than 5dB during some construction activities. These properties are detailed in Table 3 along with an estimate of the current façade performance and the worst-case internal noise levels during roof slab construction works. Predicted noise levels for night works have been included in Table 3 where the building has a residential use or a commercial use that is operational during the night time period.

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Site Specific Construction Noise and Vibration Management Plan – Roof construction Table 3 Estimated internal noise levels

Address

Floor

External noise level dB LAeq

Façade Build-up / Expected performance (dB Rw)

87-89 Albert Street

Ground floor: Da Vinci Restaurant

<80 dB

The façade is approximately 90% laminated glazing and the restaurant is mechanically ventilated. The estimated façade performance with the door closed is 30 dB Rw.

Night-time: <75 dB

Ground Floor: Little Albert Coffee

<80 dB

The coffee stand is open air and is not situated inside a building.

Expected Worst-Case Internal Noise Level (dB LAeq) / Potential Effects <50 dB with the door closed

Specific Mitigation Measures1

<80 dB Annoying and disturbing to staff or customers.

First floor and above: Offices with multiple tenancies

<85 dB

The façade is approximately 90% single glazing throughout. The windows are openable but well-sealed. The building is mechanically

<55 dB with windows closed

Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building.

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Site Specific Construction Noise and Vibration Management Plan – Roof construction

98-102 Albert Street

First floor and above: Surf n Snow

<85 dB Night-time: First floor and above: <85 dB

ventilated throughout. The estimated façade performance with the door closed is 30 dB Rw. Bedrooms are located on Level 1 and above. Windows are single glazed with trickle vents. Hotel bedrooms have sliding doors opening onto balconies and windows are single glazed laminate. The current façade performance with doors closed is estimated to be 25 dB Rw.

<60 dB with windows/doors closed. Annoying and disturbing staff or guests. Sleep disruption if undertaken outside the building during nighttime/early morning hours.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Notice of noisy works is to be provided at least 24 hours in advance and scheduled outside of sleeping hours where practicable. The concrete truck and pump to be placed a minimum of 30 meters from the building when concrete pours occur during nighttime hours. Alternatively, the most affected rooms could be booked by the Project when night works occur adjacent to this receiver.

Ground floor: 100 Albert Street – Rio Café

<80 dB Night-time: <75 dB

Shop front is comprised of single glazed bi-folding doors which are usually left completely open. The estimated façade performance with the door closed is 25 dB Rw.

<55 dB when doors are closed. Annoyance to staff and customers.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Bi-folding doors on shop front to remain closed during noisy works. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Consultation comments indicate that the Rio Café is not currently

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Site Specific Construction Noise and Vibration Management Plan – Roof construction

Ground floor: 98 Albert Street – The Cut

<80 dB

Night-time: <75 dB

open during night-time hours. Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Ground Floor: Auckland Print Shop

<80 dB Night-time: <75 dB

Ground Floor: NZ Buy

<80 dB Night-time: <75 dB

The façade is masonry with a single glazed door from the street into the store with no mechanical ventilation. The estimated façade performance with the door closed is 25 dB Rw.

<55 dB (with door closed) Annoyance to staff and customers

-2

Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used

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Site Specific Construction Noise and Vibration Management Plan â€“ Roof construction

Ground Floor: Nourishing Life

<80 dB

Night-time: <75 dB

immediately outside the building. Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Ground Floor: City Photo

<80 dB

-2

Night-time: <75 dB

Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Ground Floor: Liquor and Tobacco

<80 dB Night-time: <75 dB

-2

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Site Specific Construction Noise and Vibration Management Plan – Roof construction

103 – 107 Albert Street

Ground Floor: Multiple stores

<80 dB Night-time: <75 dB

First floor and above: Manhattan Apartments

<85 dB Night-time: <80 dB

< 50 dB

The façade is 90% single glazing throughout openable windows.

< 60 dB

The building does not have mechanical ventilation and tenants rely on natural ventilation through windows. Trickle vents are present in certain areas. The estimated façade performance with the windows closed is 25 dB Rw.

Annoying and disturbing to residents. Sleep disruption if undertaken outside the building during nighttime/early morning hours.

Noisy activities must be scheduled for a time outside sleeping hours, with notice given 24 hours in advance. Manage unnecessary impact sounds. Consultations have identified shift workers whom sleep during the daytime within this building. Mechanical ventilation is required in bedrooms that are located along the facade overlooking the work site, if the resident is a shift worker and needs to sleep during the day. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building.

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Site Specific Construction Noise and Vibration Management Plan – Roof construction

37 Wellesley Street West– Econolodge Hotel

Ground floor: Reception First floor and above: Econolodge Hotel

<80 dB Night-time: Ground floor: <75 dB First floor and above: <80 dB

The façade on the first floor consists of approximately 90% single glazing with doors onto a balcony space. The estimated façade performance with windows closed is 30 dB Rw.

< 50 dB when windows are closed. Annoyance to guests and sleep distance to guests staying on floor 1 and above if works are carried out during sensitive hours.

The façade above second floor level is approximately 40% single glazed with openable windows. The façade performance with windows closed is estimated to be 35 dB Rw.

Above First Floor: Internal noise level of <45 dB when windows are closed. Potential for NZS 2107 internal noise level criteria (35-40 dB LAeq) for bedrooms to be exceeded.

Further consultation will be required before the commencement of night works to determine if the apartments have bedrooms overlooking the site on Albert Street. If they do it will be necessary to locate the concrete truck and pump a minimum of 30 meters from the building when concrete pours occur during nighttime hours. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Notice of noisy works is to be provided at least 24 hours in advance and scheduled outside of sleeping hours where practicable. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building The concrete truck and pump will be placed a minimum of 30 meters from the Econolodge when concrete pours occur during night-time hours.

44 - 52 Wellesley Street West

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Ground Floor (Mayoral Drive façade): Christian Reading Centre

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<80 dB

The façade consists of approximately 95% single glazing. The building is mechanically ventilated with automatic doors onto Mayoral Drive. The estimated façade performance with the

< 55 dB when doors are closed.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will

Site Specific Construction Noise and Vibration Management Plan – Roof construction door closed is 25 dB Rw.

Ground Floor (Mayoral Drive façade): Crayon Nail & Beauty

Ground Floor (Mayoral Drive façade): Western Union

135 Albert Street – Auckland Council

<80 dB

The façade consists of approximately 80% single glazing with double doors opening onto Albert Street. The building has no mechanical ventilation. The estimated façade performance with the door closed is 25 dB Rw.

< 55 dB when doors are closed.

The façade consists of approximately 90% single glazing. The building is mechanically ventilated with automatic doors onto Mayoral Drive. The estimated façade performance with the door closed is 25 dB Rw.

< 55 dB when doors are closed.

occur when the excavator and concrete trucks are used immediately outside the building. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building.

First Floor and above: Offices

<85 dB

-2

Ground Floor: Council Reception Area

<80 dB

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Further consultation to take place prior to start of works. Date TBC at time of writing. Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 2.4m high noise barrier. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used

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Site Specific Construction Noise and Vibration Management Plan – Roof construction

11 Mayoral Drive

First floor and above: Offices

<85 dB

Ground floor and above: Office spaces

Ground Floor: <80 dB First Floor and above: <85 dB

-1

128 Albert Street – Crowne Plaza Hotel

Ground Floor: <80 dB First Floor and above: <85 dB Night-time: Ground: <75 dB First Floor and above: <80 dB

Crowne Plaza is a multi-story masonry commercial building with glazing estimated to be 8mm thick single pane glass. The estimated sound level difference across the façade with the windows and doors closed is 30 dB,

<55 dB in bedrooms during daytime. Internal noise level of <50 dB when windows are closed. Potential for NZS 2107 internal noise level criteria (35-40 dB LAeq) for bedrooms to be exceeded.

Further consultation to take place prior to start of works. Date TBC at time of writing. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Notice of noisy works is to be provided at least 24 hours in advance and scheduled outside of sleeping hours. The concrete truck and pump to be placed a minimum of 30 meters from the building when concrete pours occur during nighttime hours.

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Site Specific Construction Noise and Vibration Management Plan – Roof construction 109 – 125 Albert Street – Sky City

Level 3 Gusto at the Grand Restaurant.

Ground Floor: <80 dB First Floor and above: <85 dB

Level 4-5 Convention Centre

Night-time: Ground Floor: <80 dB First Floor and above: <85 dB

The façade is predominantly sealed 12.38mm thick laminated glazing. The estimated sound level difference across the façade is 35 dB.

Internal noise level of <50 dB when windows are closed. Potential for NZS 2107 internal noise level criteria (35-40 dB LAeq) for bedrooms to be exceeded.

Level 7 Grand Horizon Levels 8-21 Hotel Rooms

83 Albert Street

Ground floor: Coffee Right cafe

<80 dB Night-time: <75 dB

The façade is approximately 75% single glazed, 25% masonry wall. The estimated façade performance is 30 dB Rw. The café is mechanically ventilated.

< 50 dB with the door closed

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Consultation comments indicate that the Coffee Right café is not currently open during night-time

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Site Specific Construction Noise and Vibration Management Plan – Roof construction hours. 85 Albert Street

Vacant

Ground Floor: <80 dB

First Floor and above: <85 dB

99 Albert Street (AA Building)

Ground floor: Entrance to office building.

<80 dB

AA Retail Store

50-55 dB with the door closed. Annoyance to staff and customers

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

Levels 1-3 are car parking

N/A

Not a noise sensitive space.

N/A

Levels 4 – 17: Offices

<80 dB

All rooms are mechanically ventilated with single glazed windows. The estimated façade performance is 30 dB Rw.

45-50 dB during concrete breaking Annoyance to staff

N/A Worst-case noise levels will be intermittent in nature and will occur when concrete breakers are used immediately outside the building.

<45 dB during all other activities 22 Durham Street West - Media School – Tower at 92 Albert Street

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Ground floor: Building entrance lobby, café area

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Ground Floor: <80 dB

Ground floor is the building lift lobby and a small café/coffee shop area. The building is accessed via sliding doors to Albert Street. The estimated façade

< 55 dB when doors are closed. Annoyance to staff and customers.

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be

Site Specific Construction Noise and Vibration Management Plan – Roof construction performance on the ground floor is 25 dB Rw.

Level 1-4: Vacant Level 5: Design School Lecture Theatre

First Floor and above: <85 dB

Level 6-11: Vacant: Level 12: Offices

N/A Office façade is 90% single glazing. Offices are mechanically ventilated. Background noise in the offices is estimated to be 50 60 dBA. The estimated façade performance is 30 dB Rw. The classrooms and learning areas on the Albert Street façade are approximately 90100% glazed. The rooms are mechanically ventilated. The estimated façade performance is 30 dB Rw.

Level 14-20: Media Design School

65 Albert Street (District Court)

Ground floor and above: Auckland District Court

Ground: <75 dB First Floor and above: <85 dB

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N/A Lecture theatre façade is 100% glazed. The room is mechanically ventilated. The estimated façade performance is 30 dB Rw.

Courtrooms on floors 2 and 3 have facades facing Kingston Street and are approximately 30% single glazing with an estimated façade

intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building.

N/A < 55 dB Annoyance to staff and students. Lectures may be interrupted by construction noise. There is the potential for reduced speech intelligibility. N/A < 55 dB Annoyance to office staff.

Consultation comments indicate that the café is not currently open during night-time hours. N/A Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building.

N/A Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building.

N/A

As per condition 37.2, the exceedance is less than 5dB and will not exceed a period of up to 2 consecutive weeks in any 2 months. Monitoring will be undertaken to confirm actual noise levels. No further specific mitigation is required at this stage.

< 50 dB in courtrooms without secondary glazing installed. This would result in interference with digital audio recording equipment

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities.

Site Specific Construction Noise and Vibration Management Plan – Roof construction performance of 35 dB Rw. The courtrooms are mechanically ventilated throughout.

and court proceedings.

Jury rooms and judicial offices on floors 1, 4 and 10-12 on both Albert Street and Kingston Street facades are up to 90% glazing with an estimated façade performance of 35 dB Rw.

Secondary glazing to be installed in remaining court rooms overlooking Kingston and Albert Street. Piling immediately adjacent to the court must be scheduled for a time when the court is not in session. Long term noise monitoring to be set up in this building.

Secondary glazing was installed in some of the courtrooms overlooking Albert Street as part of the C2 works.

24 Wellesley Street (Bledisloe House)

Ground floor: Reception area First floor and above: Office spaces, with emergency response room on Level 1

Western façade: Ground: <75 dB First Floor and above: <85 dB Night-time: First Floor and above: <80 dB

An internal construction noise limit of 40 dB LAeq is recommended for the court rooms on the Albert Street façade. The buildings western façade is 80% glazed with poorly sealed single glazing and mechanical ventilation throughout. The estimated façade performance is 25 dB Rw.

< 55 in office spaces on the western façade of Bledisloe House. Annoyance to office staff. Potential speech intelligibility problems in the emergency response room if noisy works are taking place during room use on the western façade. There is the potential for the emergency response room on Level 2 to be operational during night-time hours. As agreed with Link Alliance and Auckland Council on 30th

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Worst-case noise levels will be intermittent in nature and will occur when the excavator and concrete trucks are used immediately outside the building. Notice of noisy works is to be provided in advance, with a weekly newsletter provided to Auckland Council.

Site Specific Construction Noise and Vibration Management Plan – Roof construction

76 Albert Street

Ground floor and above: City Garden Apartments

Ground floor: <65 dB

We were unable to gain access to the apartments to assess the façade.

January 2020, if the emergency response room is required to be used, Auckland Council will contact the designated Link Alliance representative and works outside the western façade of Bledisloe House will stop until the emergency room is no longer in use. N/A

First floor and above <75 dB

Screening provided by 2.4m high noise barrier.

Night-time: Ground floor: <65 dB

Worst-case noise levels will be intermittent in nature and will occur when concrete pours take place immediately outside the building.

First floor and above <75 dB

74 Albert Street

Ground floor and above: Barclay Suites

Ground floor: <65 dB First floor and above <75 dB Ground floor: <65 dB First floor and above <75 dB Night-time: Ground floor: <65 dB

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The building manager had no noise or vibration concerns.

Info below taken from C2 consultation.: This building is a hotel and is mechanically ventilated. Hotel bedrooms have sliding doors opening onto balconies and windows are single glazed laminate. The estimated façade performance with the door closed is 35 dB Rw.

< 40 dB Annoying and disturbing staff or guests. Possible sleep disturbance during concrete pours on Albert Street. Potential for NZS 2107 internal noise level criteria (35-40 dB LAeq) for bedrooms to be exceeded during noisy activities.

Further consultation to occur prior to night works commencing. Screening provided ground floor by 2.4m high noise barrier. Worst-case noise levels will be intermittent in nature and will occur when concrete pours take place immediately outside the building. The use of noisy equipment outside the property will be kept to a minimum during night-time hours to reduce unnecessary high LMax noise events caused by impact from equipment being

Site Specific Construction Noise and Vibration Management Plan – Roof construction dropped, starting up or being moved etc.

First floor and above <75 dB

50 Mayoral Drive

Ground floor and above: Performance space and ancillary rooms.

Ground floor: <65 dB First floor and above <75 dB

27-35 Victoria Street W

Ground Floor and above: President Hotel

Ground floor: <65 dB First floor and above <75 dB

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The façade is a combination of masonry and glass to ancillary rooms. The façade performance is estimated to be at least 45 dB Rw to internal spaces within the Aotea Centre. Performance spaces are located within the building away from external facades facing the works. All hotel rooms are mechanically ventilated with one openable window. The estimated façade performance is 35 dB Rw with windows closed.

Noise from these works is not expected to be audible in Aotea Centre performance spaces.

The concrete truck and pump to be placed a minimum of 30 meters from the building when concrete pours occur during nighttime hours. Alternatively, the most affected rooms could be booked by the Project when night works occur adjacent to this receiver. Screening provided to ground floor by 2.4m high noise barrier.

< 40 dB in bedrooms with windows closed.

Screening provided by 2.4m high noise barrier.

Annoying and disturbing staff or guests. Possible sleep disturbance to guests in bedrooms facing Victoria Street.

Worst-case noise levels will be intermittent in nature and will occur when concrete pours take place immediately outside the building.

Potential for NZS 2107 internal noise level criteria (35-40 dB LAeq) for bedrooms to be exceeded during noisy activities.

The use of noisy equipment outside the property will be kept to a minimum during night-time hours to reduce unnecessary high LMax noise events caused by impact from equipment being dropped, starting up or being moved etc.

Site Specific Construction Noise and Vibration Management Plan – Roof construction

Ground floor: Subway restaurant

<80 dB

The façade is 75% single glazing with sliding doors. The estimated façade performance is 25 dB Rw with doors closed.

50-55 dB with doors closed. <50 dB.

Ground Floor: Fuga Japanese Restaurant

<80 dB

The façade is 80% single glazing with glazed doors. The estimated façade performance is 25 dB Rw with doors closed.

50-55 dB with doors closed. <50 dB.

75 Victoria Street W

First floor and above – Residential building

Ground floor: <65 dB First floor and above <75 dB

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The building is a total of 24 floors, all of which are apartments with openable windows/doors to all four facades of the building. The building is mechanically ventilated throughout. The

< 40 dB in bedrooms during concrete pours. Possible sleep disturbance during concrete pours on Victoria Street. Potential for NZS 2107 internal noise level criteria (35-40 dB LAeq) for

Screening provided by 3m high temporary mobile noise barrier during high noise generating activities. Worst-case noise levels will be intermittent in nature and will not

Site Specific Construction Noise and Vibration Management Plan – Roof construction estimated façade performance is 35 dB RW with windows closed.

15-31 Wellesley Street W

198 Federal Street

182 Federal Street

291-297 Queen Street – Civic Theatre

Civic Theatre

Ground floor: <65 dB First floor and above <75 dB Ground floor: <60 dB First floor and above <70 dB Ground floor: <60 dB First floor and above <70 dB <75 dB during roof construction works.

bedrooms to be exceeded.

The façade of the theatre is masonry from the first floor and above, with glazed retail units on the ground floor.

The performance spaces are not impacted by construction noise from roof construction works.

Consultation with the Civic Theatre is ongoing, and Link Alliance will keep the theatre informed of upcoming noisy works.

Notes: 1. 2. 3. 4.

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take place immediately outside the building.

Site Specific Construction Noise and Vibration Management Plan â€“ Roof construction

Vibration control measures

Excavators, bobcats, loaders

Grease tracks regularly. Avoid unnecessary revving of engines and banging of buckets on the ground. Use smaller equipment where possible.

Site-specific vibration mitigation measures are included in Table 5. Table 5 Site-Specific Vibration Mitigation Measures Address

Minimum distance to works (m)

Building type

Specific Mitigation Measures

98-102 Albert Street

Historic/Vibration Sensitive

Vibration may be felt within 98-102 Albert Street. Monitoring will be carried out once use of the excavator begins within 10 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.

11 Mayoral Drive

Historic/Vibration Sensitive

Vibration may be felt within 11 Mayoral Drive. Monitoring will be carried out once use of the excavator begins within 10 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.

109-125 Albert Street

Residential/Mixed Use

Vibration may be felt within 109-125 Albert Street. Monitoring will be carried out once use of the excavator begins within 5 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable. Long term vibration monitoring is being conducted in this building.

65 Albert Street

Historic/Vibration Sensitive

Vibration may be felt within 65 Albert Street.

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Site Specific Construction Noise and Vibration Management Plan – Roof construction Monitoring will be carried out once use of the excavator begins within 10 metres of the building, to determine the actual levels of vibration from the equipment used. Ground-borne noise will also be checked in the court rooms Long term vibration monitoring to be set up in this building. 83 Albert Street

Historic/Vibration Sensitive

Vibration may be felt within 83 Albert Street. Monitoring will be carried out once use of the excavator begins within 10 metres of the building, to determine the actual levels of vibration from the equipment used.

5. Communication and Consultation Section 7 of the CNV DWP details the communication procedures in relation to construction noise and vibration effects. The complaints process is detailed in Section 7.2 of the CNV DWP. Consultation with the stakeholders identified in this SSCNVMP took place from early September 2019. Topics that were covered included: · · · · · ·

Further details of the meetings and comments made by the stakeholders are provided in Appendix C of the CNV DWP addendum.

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Site Specific Construction Noise and Vibration Management Plan – Roof construction

6. Monitoring Section 8 of the CNV DWP provides details of the methodology for noise and vibration monitoring.

6.1 Noise Monitoring Noise monitoring will be carried out when excavation begins within 20 metres of the buildings detailed in Table 6. The monitoring will be carried out at first floor level unless access is unable to be arranged. Table 6 Noise Monitoring Locations Receiver

Monitoring Location

Daytime Works 44-52 Wellesley Street W

1m from façade of building

99 Albert Street

1m from façade of building

98-102 Albert Street

1m from façade of building

83 Albert Street

1m from façade of building

37 Wellesley Street W

1m from façade of building

Night-time Works 98-102 Albert Street

1m from façade of building

109-125 Albert Street

1m from façade of building

128 Albert Street

1m from façade of building

103-107 Albert Street

1m from façade of building

37 Wellesley Street West

1m from façade of building

74-76 Albert Street

1m from façade of building

27-35 Victoria Street West

1m from façade of building

75 Victoria Street West

1m from façade of building

6.2 Vibration Monitoring Vibration monitoring will be carried out when works begin on site to determine actual equipment vibration levels and the attenuation provided by local ground conditions. If the initial vibration monitoring demonstrates that the emission radius for the plant is similar to that identified in the CNV DWP addendum, then the monitoring as detailed below will be carried out. If the initial monitoring demonstrates that vibration levels are lower than predicted fewer properties may require monitoring. Vibration monitoring will be carried out at the following receivers when the excavator is operating within 10 metres of the following buildings: Page 26

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Site Specific Construction Noise and Vibration Management Plan – Roof construction · · · ·

11 Mayoral Drive 98-102 Albert Street 83 Albert Street 65 Albert Street

Vibration monitoring will be carried out at the following receivers when the excavator is operating within 5 metres of the following buildings: ·

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109-125 Albert Street

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Construction Noise and Vibration Delivery Work Plan

Appendix G: Noise Monitoring Template Date: _ _ / _ _ / 20 _ _ Equipment set used

Operator: Model:

Serial No. :

Date of last calibration: _ _ / _ _ / 20 _ _ MEASUREMENT DESCRIPTION ¨ Machinery / operational noise (Not at a receiver)

¨ Noise at a receiver location

Construction location:

Receiver address:

Distance to machinery / operation:

(m)

Distance to receiver:

(m)

Describe noise sources (e.g. roller, piling, generator) and the location relative to the receiver:

Describe any other unrelated noises (e.g. traffic noise) and the location relative to the receiver:

Describe any reflecting surfaces (e.g. walls, buildings) and the location relative to the receiver:

Describe any other factors such as barriers/terrain, or relative elevations of sources and receivers:

It is useful to attach an aerial photograph where possible. If this is done include the following details: ¨ Location of site activity

¨ Measurement Locations

¨ Location of reflecting surfaces

¨ Relative heights

¨ Locations of unrelated sources

¨ Intervening barriers/terrain

It is also useful to include photographs or diagrams of the measurement location, the major sound sources, and any other details you believe may be useful. ¨ Additional documents attached

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Construction Noise and Vibration Delivery Work Plan MEASUREMENT DETAILS Locati on refer ence

Time

Measure ment duration ,t

LAeq(t)

LAFma x

____h ¨ Constant _ _ : _ _ noise min:sec ¨ Cyclic noise

Adjust ment for façade reflecti on

Equipment operating on site

Sounds heard at measurement location (note dominant and LAFmax sounds)Other Construction equipment

sources

Complianc e achieved (y/n)

__._ __._ dB dB

____h ¨ Constant _ _ : _ _ noise min:sec ¨ Cyclic noise

__._ __._ dB dB

____h ¨ Constant _ _ : _ _ noise min:sec ¨ Cyclic noise

__._ __._ dB dB

____h ¨ Constant _ _ : _ _ noise min:sec ¨ Cyclic noise

__._ __._ dB dB

NOTES Please include any issues that were encountered during the measurements or other factors that may influence the validity of this measurement.

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Construction Noise and Vibration Delivery Work Plan

Appendix H: Vibration Monitoring Template Date: _ _ / _ _ / 20 _ _ Equipment set used

Operator: Model:

Serial No. :

Date of last calibration: _ _ / _ _ / 20 _ _ MEASUREMENT DESCRIPTION ¨ Machinery / operational vibration (Not at a receiver)

¨ Vibration at a receiver location

Construction location:

Receiver address:

Distance to machinery / operation:

(m)

Horizontal Distance to receiver:

(m)

Floor Number: Describe vibration sources (e.g. roller, piling, concrete breaking) and the location relative to the receiver:

Describe any other unrelated vibration (e.g. traffic, other construction, footfall, lifts) and the location relative to the receiver:

Describe geometry of foundation (e.g. walls, buildings) and the location relative to the receiver:

Describe the coupling method (geophone to structure)

Describe approximate composition of ground between source and receiver (e.g. basalt, sandstone)

Describe structural resonance observed, if any. For example swaying at higher floors – note the approximate frequency and magnitude.

It is useful to attach an aerial photograph where possible. If this is done include the following details: ¨ Location of site activity

¨ Measurement Locations

¨ Location of intervening geometry

¨ Relative heights

¨ Locations of unrelated sources

¨ Changes in composition of terrain

It is also useful to include photographs or diagrams of the measurement location including building plans where available, the major vibration sources, and any other details you believe may be useful. It is important to note whether the measurement was at the foundation, or in the plane of the highest floor. ¨ Additional documents attached

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Construction Noise and Vibration Delivery Work Plan MEASUREMENT DETAILS Location reference

Time

Measurement PPV duration, t

Dominant axis of movement

Dominant frequency, Hz

Equipment operating on site

Vibrations observed at measurement location Construction equipment

Other sources

Compliance achieved (y/n)

____h ¨ Continuous ¨ Transient

__:__ min:sec

__. _ mms1

____h ¨ Continuous ¨ Transient

__:__ min:sec

__. _ mms1

____h ¨ Continuous ¨ Transient

__:__ min:sec

__. _ mms 1

____h ¨ Continuous ¨ Transient

__:__ min:sec

__. _ mms1

NOTES Please include any issues that were encountered during the measurements or other factors that may influence the validity of this measurement.

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Construction Noise and Vibration Delivery Work Plan

Appendix I: Record of CLG, IPR and Auckland Council Comments I1. CLG Comments The CLG meeting was held on 19 November 2019. No specific comments on the CNVDWP and SSCNVMP was provided.

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Construction Noise and Vibration Delivery Work Plan

I2. IPR Comments CNV DWP Section 3.1

4.1

4.2

6 Page 61

Comments In the fifth line of the first paragraph notes: “These noise levels are applicable 1m from any building façade”. We recommend changing the term “from any building façade” to “from the most exposed façade of a receiver” so that complies with NZS6803:1999 (per Condition 31.2)

Response Noted.

Table 6 Noise values presume free field conditions which are not going to exist at the Aotea Station works with so many surrounding buildings. We would suggest a more realistic distance propagation is presented and noted as such.

Noise values in Table 6 are free field but are placeholders. A 3D noise model has been generated for the project which considers other factors such as ground absorption and façade reflections. The 3D model has been used to assess noise levels against the criteria. Contour Maps in Appendix C and D shows the more realistic distance propagations.

Hydrovac levels are noted to be highly variable and quite noticeable due to their extended periods of operation. Selection of quiet equipment for this item is critical. (We note previous Aotea DWP used 107 vs 104 dB LAeq but expect the actual range is much higher) “The equipment noise levels detailed in Table 6 are placeholders” – Any changes to the noise counters expected from alterations to the DWP should be reviewed by Council’s SME Some activities in table 7 are considered long-term vibration as per DIN 4150 definition such as plate and roller compactors and vibro- driven sheet piles. The radii should reflect the lower criteria and may best be presented as either short term/long term for the relevant sources. Vibration contours should also be presented as “short term” and “long term” to reflect the varied criteria and impacts on structures “Table 7 summarizes the setback distance…inside of which exceedance of the building damage criteria…may occur at the foundation of receiving buildings”- This is only in reference to short-term vibrations. The setback distances for long-term vibrations should also be included. Table 7 “Concrete breaker” values correspond to hand-held equipment rather than n excavator mounted breaker which seems much more likely given the scale of the works. We recommend including the values for “Rock breaker (excavator with pick)” used in K Road CNV DWP document which are more realistic. Concrete/paver cutter should be included in the Management Procedures and Mitigation Measures. We recommend mobile barriers

Noted.

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Response No. 1

The wording in 3.1 is consistent with other CNV DWP’s for Link Alliance. 2

Noted.

We consider the radii presented to be appropriate for the various activities.

The construction methodology and equipment list has been provided by the contractor. All vibration generating activities will be monitored when they first occur on site. If measured vibration levels are higher than the predicted levels additional mitigation will be applied where necessary. Mitigation for concrete cutters is already present in the relevant SiteSpecific management plans Section 4.1.

Construction Noise and Vibration Delivery Work Plan CNV DWP Section

6.1

6.2

Comments as used in Stages 4 and 5 of the Aotea Utility Relocation Works to provide some useful noise reduction to lower level receivers. The training provisions (6.1) could usefully reference 6.2-6.8 so all those trained fully understand the implementation of all requirements. E.g. Training should specifically cover the effective use of mitigation measures, not just the need for the mitigation measure. It is common to see temporary noise barriers poorly installed and thus ineffective presumably due to workers not understanding that the poor installation makes them weak. Additional mitigation should include:

Response

Response No.

Noted.

Already present in Section 6.2.

Noted and updated in DWP.

Noted.

Noted and updated in DWP.

We do not consider this to be required in the documents. We are working directly with the contractor on these.

6.3

6.4

6.5

6.6

Use of rubber tracks to eliminate squeal wherever possible is another form of recommended mitigation for tracked equipment. Grease tracks regularly (keep grease in cab): and if possible, use wheeled equipment. Additional mitigation should include: ·

Electric motors could be used as a substitute for diesel engines where practicable.

Diamond coring drills: Use thermic lance as an alternative.

· Saw cutting: Use hydraulic saw or wire cutter. Road Milling machines: Heat asphalt before milling. Additional mitigation could be the usage of only muffled breakers on-site. It may be informative for the prediction of rock breaking noise to be updated based on muffled breakers since these are readily available. We consider it appropriate to include the following as an additional mitigation measure (per Mt Eden proposal or similar). “Minimise alternating rotation of the bored piling auger to loosen spoil into the muck bin. Shaking the Kelly bit connection creates very loud banging that can result in noise complaints” With regards to enclosures, preliminary design details/examples/references should be

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Construction Noise and Vibration Delivery Work Plan CNV DWP Section 7.1

7.2

Comments provided, so the contractor understands what is necessary. We recommend including written notification to raise awareness of the works with confirmed start dates prior to the commencement of works” (per Mt Eden proposal or similar). We note that there may be a desire to refer to other documents, but we would not expect the Complaints Procedure to change, so it should be included here. Please include relevant points. (example below from Mt Eden Early works) An investigation shall be undertaken involving the following: · Identification of sources of concern, and measuring or estimating noise and/or vibration levels at the time of the complaint; · A hotline phone/text number shall be established to receive complaints. Acknowledge receipt of the concern or complaint. An initial response shall be undertaken within 24 hours of receiving a complaint and resolved as soon practicable. If a reasonable complaint relates to building damage or sleep disturbance, inform the on-duty site manager as soon as practicable to cease works pending the investigation; · Reporting the findings and recommendations to the Construction Manager; · Actions and time taken to close-out complaint; · Communication with the complainant; and · Reporting of the investigation in the complaints file. A record of all concerns and/or complaints received shall include:

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The name of the person(s) who raised the concern or complaint (unless they elect not to provide this) and details of the concern or complaint;

Where practicable, weather conditions at the time of the concern or complaint, including wind direction and cloud cover if the complaint relates to noise;

Known construction activities at the time and in the vicinity of the complainant during the concern or complaint period; and

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Response

Response No.

Noted and included in DWP.

We consider the reference to the complaints procedure to be adequate and it is in line with the approved Aotea Early Works CNV DWP.

Construction Noise and Vibration Delivery Work Plan CNV DWP Section

Comments

Response

Response No.

“The monitoring position will be at the ground floor level” – This should not be the case as several buildings are expected to have highest noise levels at the façade at an elevated level due to height limitations of the noise barriers (e.g. overlooking balconies and openable windows at high level). The monitoring position should be where the receiver is most exposed to the noise from works, with monitoring equipment located at a position where there are relatively few obstructions to the noise source (e.g. balcony rails, glass, etc.)

Noted.

“Vibration monitoring shall only be undertaken by the Acoustic Specialist or trained vibration monitoring staff as identified in Table 3 of this CNV DWP” – Given the scale of these works and potential for disruption and complaints, should the monitoring personnel be independent from those in charge of advising on mitigation? “Vibration shall initially be measured at the closest building foundations (usually at basement or ground floor level) …” – This only applies to short-term vibration measurements. Longterm measurements measured at top level should be included as per DIN 4150-3:1999. In response to noise and vibration complaints, “reasonable” is an ambiguous term. This should be removed, or replaced with a clearer statement (e.g. “in response to any noise complaints unless they are clearly spurious”) Monitoring diagrams are difficult to follow due to cross overs and

No. Continuous noise and vibration loggers are being set up across the project in addition to the attended monitoring.

We do not consider “reasonable” to be an ambiguous term. This term has been used in all of the approved plans to date.

Noted

Remedial actions undertaken (if any) and the outcome of these, including monitoring of the activity. If a complaint is received about vibration amenity, and a measurement demonstrates exceedance of the CRL designation condition vibration limits, the following procedures will be implemented: · Further measurements may be required to determine the extent of the exceedance and identify the activity/activities responsible; · Review the mitigation strategy and construction methodology to ensure BPO is applied; Further measurements may be required to determine the effectiveness of BPO measures and reassess compliance status, etc. 8.1

8.2

8.1, 8.2

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However, measuring at first floor or above requires the consent of the building owner/ manager. On C2 we wanted to conduct all measurements at first floor or above but for the majority of the construction period we were unable to obtain the necessary access.

Construction Noise and Vibration Delivery Work Plan CNV DWP Section

8.4

9.3

App A App B

Comments decision points not clearly labelled. Consider the use of the MDA style one (refer Mt Eden Early Works). “Where a post-construction building condition, survey confirms that the building has deteriorated as a result of the construction the damage will be rectified” – This is very brief and could be usefully expanded. We note Condition 36.3k(vii) requires the SSCNVMP to detail “Procedures for how works will be undertaken should they be required as a result of the building condition surveys;“

Response

Response No.

If the post construction survey confirms damage has occurred due to construction of the project the damage will be fixed. There is nothing more to say.

“If minor damage has occurred, such as cosmetic cracks, further mitigation will be applied if practicable. However, the activity can continue provided the measured vibration level is not exceeded further.” – Additional measures should be provided in this case prior to continuing works. As a minimum, confirmation that no further damage will occur from a structural engineer as per Condition 38.4 is required. Occupants will likely be alarmed at the sight of cracks, so appropriate action should be taken to ensure that the cracks do not worsen and the occupants are informed of such. We recommend continuous monitoring and live communication methodologies to confirm that no further damage will occur and occupants are not endangered despite the presence of visible damage to give peace of mind to the occupants. ISCA Requirements: Not provided Drawings: Not provided

Noted

Noted Noted

22 23

Properties Omitted Property 15-31 Wellesley Street West

Comment

Response

SSCNMP missing for D wall and night-time Roof Construction Works

Due to the predicted noise/ vibration levels they do not require a SSCNVMP.

44-52 Wellesley Street West

SSCNMP missing for Greedy Guts located on the ground level in D-wall Works

Updated SSCNMP.

27-35 Victoria Street West

SSCNMP missing for ground level shops in D wall Works

Due to the predicted noise/ vibration levels they do not require a SSCNVMP.

53-63 Victoria Street West

SSCNMP missing for Roma Blooms Florist in D Wall, Roof Construction, and Piling Works

Updated SSCNMP. Due to the predicted noise/ vibration levels they do not require a SSCNVMP for Roof Construction.

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Construction Noise and Vibration Delivery Work Plan Properties Omitted Property 62 Victoria Street West

Comment

Response

SSCNMP missing for ground level shops in D Wall and Roof Construction Works

Updated SSCNMP.

66 Victoria Street West

SSCNMP missing for Velvet Burger in D Wall Works

Updated SSCNMP.

69 Victoria Street West

SSCNMP missing for Hell’s Pizza in D Wall Works

Updated SSCNMP.

75 Victoria Street West

SSCNMP missing for ground level shops in D Wall Works

Due to the predicted noise/ vibration levels they do not require a SSCNVMP.

87-89 Albert Street

SSCNMP missing for Little Albert Coffee in Bottom-Up, Roof Construction, and Piling Works

Updated SSCNMP.

98-102 Albert Street

SSCNMP missing for City Photo and Liquor and Tobacco City in D-Wall, Piling, and Roof Construction Works

Updated SSCNMP.

103-107 Albert Street

SSCNMP missing for stores on ground level in D-Wall, Piling, and Roof Construction Works

Included in SSCNVMP.

109-125 Albert Street

SSCNMP missing for retail stores within Sky City (including spa and food & beverage stores) in D-Wall, Piling, and Roof Construction Works

Included in SSCNVMP.

99 Albert Street

SSCVMP missing from D-wall and Roof Construction activities.

Included in SSCNVMP.

4 Kingston Street

SSCVMP missing from pilling activities.

Included in SSCNVMP.

16 Kingston Street

SSCNMP missing from Roof Construction Works – Night-time

Due to the predicted noise/ vibration levels they do not require a SSCNVMP.

291-297 Queen Street

SSCNMP missing, this should be included as a sensitive receiver

Included in SSCNVMP.

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Construction Noise and Vibration Delivery Work Plan Specific SSCNMP Comments Address 74 Albert Street

87-89 Albert Street

Property Barclay Suites

Da Vinci Restaurant

Photo Store

Café

Midnight Page 67

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27-35 Victoria Street West

53-63 Victoria Street West

Comment

Response

70-75 dB at ground level is listed in the Piling SSCNVMP, but the contours suggest that this should be 75-80 dB

Mitigation mentions concrete pump placement. A markup of the possible location as an area is recommended for the pump

The noise levels expected within rooms are at 40 dB LAeq. This is over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be necessary as mentioned in Condition 37.5 e) Façade reduction is realistically 25 dB due to poor seal on front door.

With the concrete pump placed as recommended internal noise levels are predicted to meet the criteria.

The noise levels expected within rooms are at 40 dB LAeq. This is over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be necessary as mentioned in Condition 37.5 e). Refer to item 10 on page 7. Façade reduction is realistically 25 dB due to poor seal on door

With the concrete pump placed as recommended internal noise levels are predicted to meet the criteria.

Façade reduction is realistically 25 dB due to poor seal on façade

We are comfortable with the predicted composite façade reduction detailed in the documents

The levels in the SSCNVMP are correct

This has been discussed with the contractor, no mark up required.

We are comfortable with the predicted composite façade reduction detailed in the documents

Construction Noise and Vibration Delivery Work Plan Specific SSCNMP Comments Address

Property

Comment

Response

Express Kebab Time

Pawn Shop

71 Victoria Street West

Fiddler Irish Bar

Noise levels expected at 75-80 dB would be a health and safety concern due to audibility fire alarms which assume 65dBA. Alternate mitigation will be necessary to lower levels to no more than 65dB LAeq

This receiver has no façade and is likely exposed to noise levels over 65 dB LAeq from traffic.

Façade reduction is realistically 25 dB due to poor seal on façade

We are comfortable with the predicted composite façade reduction detailed in the documents

Mitigation mentions closing doors, but the store has no mechanical ventilation. This may need to be provided or mitigation revised

The door may need to be closed for short durations during specific activities directly outside of the building. Not often enough to warrant mechanical ventilation.

High noise levels from construction works will be intermittent. As noted in the SSCNVMP further mitigation is being investigated with this receiver

Due to the nature of the business we assume that the doors will be opened frequently. 75 Victoria Street West

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Residential building

Mitigation mentions concrete pump placement. A markup of the possible location as an area is recommended for the pump to ensure contractors can easily locate the pump away from all surrounding residents.

This has been discussed with the contractor, no mark up required.

The noise levels expected within rooms are at 40 dB LAeq. This is over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be necessary as

With the concrete pump placed as recommended internal noise levels are predicted to meet the criteria.

Construction Noise and Vibration Delivery Work Plan Specific SSCNMP Comments Address

Property

Comment

Response

mentioned in Condition 37.5 e) Refer to item 10 on page 7. 76 Albert Street

City Garden Apartments

While the property is not listed with a SSCNVMP, there is potential for noise levels within rooms to be over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be necessary if this is the case, as mentioned in Condition 37.5 e) Refer to item 10 on page 7.

This property is not listed as the noise criteria will be met at the facade

98-102 Albert Street

Auckland Print Shop

Mitigation mentions closing doors, but the store has no mechanical ventilation. This may need to be provided or mitigation revised

The door may need to be closed for short durations during specific activities directly outside of the building. Not often enough to warrant mechanical ventilation. Due to the nature of the business we assume that the doors will be opened frequently.

Surf n Snow

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Façade reduction levels are inconsistent between SSCNMPs

The noise levels expected within rooms are up to 60 dB LAeq. This is over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be

This has been discussed with the contractor, no mark up required.

With the concrete pump placed as recommended internal noise levels are predicted to meet the recommended internal noise criteria.

Construction Noise and Vibration Delivery Work Plan Specific SSCNMP Comments Address

Property

Comment

Response

necessary as mentioned in Condition 37.5 e) Refer to item 10 on page 7. Serious consideration needs be given to secondary glazing or relocation during nightworks.

103-107 Albert Street

109-125

路

The noise levels expected within rooms are up to 60 dB LAeq. This is over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be necessary as mentioned in Condition 37.5 e) Refer to item 10 on page 7.

With the concrete pump placed as recommended internal noise levels are predicted to meet the recommended internal noise criteria.

SkyCity

路

The noise levels expected within rooms are up to 50 dB LAeq. This is over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be necessary as mentioned in Condition 37.5 e) Refer to item 10 on page 7.

With the concrete pump placed as recommended internal noise levels are predicted to meet the recommended internal noise criteria.

Crowne Plaza Hotel

路

This has been discussed with the contractor, no mark up required.

路

The noise levels expected within

With the concrete pump placed as

Manhattan Apartments

Albert Street

128 Albert Street

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If the concrete pump cannot be placed as recommended additional mitigation will be required. This may involve booking of the most affected rooms rather than installation of secondary glazing.

Construction Noise and Vibration Delivery Work Plan Specific SSCNMP Comments Address

44-52 Wellesley Street West

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Property

Comment

Response

rooms are up to 55 dB LAeq. This is over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be necessary as mentioned in Condition 37.5 e) Refer to item 10 on page 7.

recommended internal noise levels are predicted to meet the recommended internal noise criteria.

Christian Reading Centre

Façade reduction is realistically 20 dB due to poor seal on automatic doors. This will push the expected internal noise levels to 65 dB LAeq, which is on the limit of hearing health and safety. If mitigation cannot be provided to ensure this level is not exceeded, alternate mitigation may be necessary as mentioned in Condition 37.5 e)

We are comfortable with the predicted composite façade reduction detailed in the documents and the recommended mitigation.

Crayon Nail & Beauty

We are comfortable with the predicted composite façade reduction detailed in the documents and the recommended mitigation.

Western Union

Façade reduction is realistically 20 dB due to poor seal on automatic doors. This will push the expected internal noise

We are comfortable with the predicted composite façade reduction detailed in the documents and the recommended mitigation.

Construction Noise and Vibration Delivery Work Plan Specific SSCNMP Comments Address

Property

Comment

Response

levels to 65 dB LAeq, which is on the limit of hearing health and safety. If mitigation cannot be provided to ensure this level is not exceeded, alternate mitigation may be necessary as mentioned in Condition 37.5 e) 24 Wellesley Street West

37 Wellesley Street West

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Bledisloe House

Econolodge Hotel

Façade reduction of 25 dB may be optimistic if façade is made up of 80% poorly sealed single glazing. AECOM should confirm basis for this assumption.

We are comfortable with the predicted composite façade reduction detailed in the documents.

Some SSCNVMPs note that when the Auckland Council emergency control room is used, the southern end of construction will be halted. This should be noted in all SSCNVMPs prepared for Bledisloe House. A map markup showing the extent of area where no work can be undertaken should also be included to simplify compliance

A map is not necessary and would change depending on what particular activities are occurring.

This has been discussed with the contractor, no markup required.

The noise levels expected within rooms are up to 50 dB LAeq. This is over the recommended

With the concrete pump placed as recommended internal noise levels are predicted to meet the recommended

Construction Noise and Vibration Delivery Work Plan Specific SSCNMP Comments Address

Property

Comment

Response

internal limit of 35 dB LAeq in sleeping areas at night times. Alternate mitigation may be necessary as mentioned in Condition 37.5 e) Refer to item 10 on page 7.

internal noise criteria.

Site Specific Vibration Management Plan Review The following comments apply to all SSCVMP’s where the properties listed appear in the relevant SSCVMP unless specifically noted otherwise. We note however that some properties are still to be assessed by AECOM or have been missed as mentioned in Table 2. General observations: 1. Condition 38.5 says SSCVMP’s will identify: “The methods and measures to mitigate vibration effects, including but not limited to, investigating alternative low-vibration construction methods, undertaking high-vibration works outside sensitive times, vibration barriers, building condition surveys, potential to offer temporary relocation of affected receivers, or other offers made by the Requiring Authority and agreed to by the affected receiver.” The SSCVMP’s presented here do not fully exhaust this list. We note the monitoring listed - while helpful to perceptions – is not going to reduce vibration itself. 2. There is no structural expert evidence presented that the proposed exceedances of the project criteria for any of the following SSCVMP’s are appropriate as mandated per condition 38.4. These need to be provided. Specific SSCVMP Comments Address

Comment See Note 1 above.

65 Albert Street

Minimum Distance to Roof Construction Works is Page 73

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Response Consistent with the DWP vibration monitoring has been recommended to confirm vibration levels at the commencement of the activities. The mitigation is clearly identified as investigating alternative vibration emitting equipment to reduce impacts and comply with the applicable criteria (3mm/s for historical, 5mm/s for residential and 20mm/s for commercial). Amended.

Construction Noise and Vibration Delivery Work Plan Specific SSCVMP Comments Address

Comment different in Table 1 and Table 5. See Note 2 above

See Note 1 above 98-102 Albert Street

83 Albert Street Page 74

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Response Some buildings are within vibration emission radii where ‘minor damage’ has the potential to occur due vibration generating equipment. This is based on worst-case assumptions for ground type and vibration source characteristics. The purpose of vibration emission radii is to identify areas where management and monitoring of vibration levels may be required, as opposed to an accurate assessment of predicted vibration levels at receiver locations. This is the general approach taken on most construction projects involving equipment which generates significant vibration. Consistent with the DWP vibration monitoring has been recommended to confirm vibration levels at the commencement of the activities. The mitigation is clearly identified as investigating alternative vibration emitting equipment to reduce impacts and comply with the applicable criteria (3mm/s for historical, 5mm/s for residential and 20mm/s for commercial).

See Note 2 above

Some buildings are within vibration emission radii where ‘minor damage’ has the potential to occur due vibration generating equipment. This is based on worst-case assumptions for ground type and vibration source characteristics. The purpose of vibration emission radii is to identify areas where management and monitoring of vibration levels may be required, as opposed to an accurate assessment of predicted vibration levels at receiver locations. This is the general approach taken on most construction projects involving equipment which generates significant vibration.

See Note 1 above

Consistent with the DWP vibration monitoring has been recommended to confirm vibration levels at the commencement of the activities. The mitigation is clearly identified as investigating

Construction Noise and Vibration Delivery Work Plan Specific SSCVMP Comments Address

Comment

Minimum Distance to Roof Construction Works is different in Table 1 and Table 5. See Note 2 above

See Note 1 above 4 Kingston Street

Minimum Distance to Roof Construction Works is incorrect. See Note 2 above

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Response alternative vibration emitting equipment to reduce impacts and comply with the applicable criteria (3mm/s for historical, 5mm/s for residential and 20mm/s for commercial). Amended. Some buildings are within vibration emission radii where ‘minor damage’ has the potential to occur due vibration generating equipment. This is based on worst-case assumptions for ground type and vibration source characteristics. The purpose of vibration emission radii is to identify areas where management and monitoring of vibration levels may be required, as opposed to an accurate assessment of predicted vibration levels at receiver locations. This is the general approach taken on most construction projects involving equipment which generates significant vibration. Consistent with the DWP vibration monitoring has been recommended to confirm vibration levels at the commencement of the activities. The mitigation is clearly identified as investigating alternative vibration emitting equipment to reduce impacts and comply with the applicable criteria (3mm/s for historical, 5mm/s for residential and 20mm/s for commercial). Amended. Some buildings are within vibration emission radii where ‘minor damage’ has the potential to occur due vibration generating equipment. This is based on worst-case assumptions for ground type and vibration source characteristics. The purpose of vibration emission radii is to identify areas where management and monitoring of vibration levels may be required, as opposed to an accurate assessment of

Construction Noise and Vibration Delivery Work Plan Specific SSCVMP Comments Address

Comment

See Note 1 above 11 Mayoral Drive

See Note 2 above

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Consistent with the DWP vibration monitoring has been recommended to confirm vibration levels at the commencement of the activities. The mitigation is clearly identified as investigating alternative vibration emitting equipment to reduce impacts and comply with the applicable criteria (3mm/s for historical, 5mm/s for residential and 20mm/s for commercial). Some buildings are within vibration emission radii where ‘minor damage’ has the potential to occur due vibration generating equipment. This is based on worst-case assumptions for ground type and vibration source characteristics. The purpose of vibration emission radii is to identify areas where management and monitoring of vibration levels may be required, as opposed to an accurate assessment of predicted vibration levels at receiver locations. This is the general approach taken on most construction projects involving equipment which generates significant vibration.

See Note 1 above

See Note 2 above

109-125 Albert Street

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Response predicted vibration levels at receiver locations. This is the general approach taken on most construction projects involving equipment which generates significant vibration.

Construction Noise and Vibration Delivery Work Plan Specific SSCVMP Comments Address

Comment

See Note 1 above 128 Albert Street

See Note 2 above

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Response characteristics. The purpose of vibration emission radii is to identify areas where management and monitoring of vibration levels may be required, as opposed to an accurate assessment of predicted vibration levels at receiver locations. This is the general approach taken on most construction projects involving equipment which generates significant vibration. Consistent with the DWP vibration monitoring has been recommended to confirm vibration levels at the commencement of the activities. The mitigation is clearly identified as investigating alternative vibration emitting equipment to reduce impacts and comply with the applicable criteria (3mm/s for historical, 5mm/s for residential and 20mm/s for commercial). Some buildings are within vibration emission radii where â€˜minor damageâ€™ has the potential to occur due vibration generating equipment. This is based on worst-case assumptions for ground type and vibration source characteristics. The purpose of vibration emission radii is to identify areas where management and monitoring of vibration levels may be required, as opposed to an accurate assessment of predicted vibration levels at receiver locations. This is the general approach taken on most construction projects involving equipment which generates significant vibration.

Construction Noise and Vibration Delivery Work Plan

I3. Auckland Council Comments The CNVDWP and SSCNVMP has been subject to Auckland Council review, with comments being provided on 27 March 2020. The table below provides the Link Alliance response to Auckland Council comments.

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Construction Noise and Vibration Delivery Work Plan # Comment General 1 In our initial review we asked for details on the communication records and why these did not include all the receivers, such as Lollipops Auckland Central childcare center at 92 Albert Street. Why haven’t all the receivers been identified and when will this be completed? 2 A number of the SSCNVMP’s state that consultation will be undertaken in March 2020. Has this been completed yet? (date of this email is 27 March 2020) Façade reductions 3 IPR: Concerns raised that 35 dB LAeq requirement will not be met in bedrooms. Predicted noise levels are 35 – 40 dB LAeq in the SSCNVMP’s for: o 27-35 Victoria Street W, President Hotel. o 74 Victoria Street, Barclay Suits. o 75 Victoria Street, residential.

Response Further consultation with a number of properties will take place following the end of coronavirus lockdown.

Further consultation with a number of properties will take place prior to start of works. Text updated to state that the date for further consultation is TBC. Text added to the specific mitigation measures table within the Roof Construction SSCNMVP discussing the potential need to book rooms out if there is no practicable alternative. The CNV DWP (Section 9.5) lists additional measures if all other mitigation options are not practicable.

LA: < 40 dB in bedrooms with windows closed. Annoying and disturbing staff or guests. Possible sleep disturbance to guests in bedrooms facing Victoria Street. Potential for NZS 2107 internal noise level criteria (35-40 dB LAeq) for bedrooms to be exceeded during noisy activities. With the concrete pump placed as recommended internal noise levels are predicted to meet the criteria.

Auckland Council: Alternate mitigation may be necessary and should be addressed by LA. Or if the predicted noise levels do meet the criteria then the SSCNVMP’s need to be updated. IPR: There are a number of questions from IPR regarding the façade reduction being less than in the predicted noise levels due to poor door seals, such as at 53-63 Victoria Street West, Photo Store/café midnight/pawn shop. LA: The response from the LA is that they are comfortable with the predicted composite façade reduction detailed in the documents. Auckland Council: The predicted noise levels from concrete cutting are 75 – 80 dB LAeq which we agree are typical. The assumed sound reduction is 30 dB Rw from the windows and door. The IPR is concerned that this should be 25 dB Rw due to poor

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Where the IPR has raised concerns about door seals for individual receivers, these will be inspected by the Link Alliance and options for replacement/improvement explored with the building owner.

Construction Noise and Vibration Delivery Work Plan door seals. The difference in resulting noise levels inside are either 45 – 50 dB or 50 – 55 db. Both are acknowledged by LA are levels that will result in annoyance to staff and customers, or annoyance and loss of concentration. The mitigation remains 3m acoustic screening and the additional mitigation through consultation. Will consultation include consideration of improving door seals if this is a viable option for both parties? Internal noise levels 5 IPR: The noise levels expected within rooms are up to 60 dB LAeq. This is over the recommended internal limit of 35 dB LAeq in sleeping areas at night times. Examples are: · 98-102 Albert Street, Surf n Snow Backpackers · 103-107 Albert Street Manhattan Apartments LA: The response from the LA is that they are comfortable with the predicted composite façade reduction detailed in the documents. Auckland Council: The response from LA is very light on these matters. Internal noise levels of up to 60 dB LAeq in sleeping areas is a high level of noise. Significant concerns have been raised by the owners/occupiers. Communication records show that works to be scheduled outside of sleeping hours where practicable.

Works are to schedule outside of night-time hours where practicable. If it is not practicable to reschedule the works, equipment operating during night-time will only consist of the concrete truck and concrete pump, to be positioned at least 30 metres away from residential receivers. Note that the mitigation measure of locating the concrete pump and truck at least 30 metres away from the building is not included within the predicted noise level. The Link Alliance aims to provided 10 working day notification to impacted stakeholders/receivers prior to works commencing.

LA to provide more detail on night works and the predicted noise levels, effects to sleeping areas and mitigation. Are the predicted noise levels based on the concrete truck and pump placed at least 30 meters from the building when concrete pours occur during night-time hours?

Notice of noisy works is to be provided at LAeq in 24 hours – is this a long enough notification period for noisy night works for hotels, apartments and backpackers? IPR recommends that serious consideration needs be given to secondary glazing or relocation during night works. LA response is that additional mitigation may involve booking of the most affected rooms rather than installation of secondary glazing. Auckland Council: Either option will work, and the outcome will depend on further

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To be confirmed following further consultation.

Construction Noise and Vibration Delivery Work Plan consultation with the owners of the apartments, hotels and backpackers. Please confirm. Construction vibration 7 IPR: Some activities in table 7 are considered long-term vibration as per DIN 4150 definition such as plate and roller compactors and vibro-driven sheet piles. The radii should reflect the lower criteria and may best be presented as either short term/long term for the relevant sources. Vibration contours should also be presented as “short term” and “long term” to reflect the varied criteria and impacts on structures We consider the radii presented to be appropriate for the various activities. “Table 7 summarizes the setback distance…inside of which exceedance of the building damage criteria…may occur at the foundation of receiving buildings”- This is only in reference to short term vibrations. The setback distances for long term vibrations should also be included.

Noted.

LA: We consider the radii presented to be appropriate for the various activities.

Auckland Council: Construction vibration is typically short term. The classification of vibration as either long or short term can only be made once measurements have been made and following an assessment of the response of the structure. No further detail required at this stage. Section 9.3

Text added to Section 9.3 in CNV DWP.

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The information within Section 7.3.2 from the CCP has been included within the CNV DWP.

Construction Noise and Vibration Delivery Work Plan LA: Procedures relating to environmental complaints are detailed within Section 7 of the Communication and Consultation Plan. Auckland Council: Noise and vibration complaint procedure should be in the CNVDWP, or at least a summary. In addition, I have checked the CCP (section 7.3.2) and the complaint procedure is generic and may not be specific enough to deal with a noise or vibration complaint. We recommend that this is addressed by Link Alliance.

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Construction Noise and Vibration Delivery Work Plan

Appendix J: Equipment List for Construction Stages 5m D-wall Construction

Sound Pressure Level (dB LAeq) 10 m 20 m

Equipment

Sound power level (dB LWA)

50 m

Bentonite/Polymer batch plant

106

Hydrofraise cutter (100T)

114

Concrete breaker

120

Concrete pump truck

103

Concrete trucks

107

Crawler crane (110-130T)

105

Mobile crane

106

Excavator (8-25T)

111

Tipper trucks

107

Roof Slab Construction Crawler crane (110-130T)

105

Gantry crane (50T)

450T Crane

106

Excavator (8-25T)

111

Concrete pump truck

103

Tipper trucks

107

Generators

Piling Bored pile rig

111

Crawler crane (110-130T)

103

Mobile crane

106

Excavator (8-25T)

111

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Construction Noise and Vibration Delivery Work Plan Tipper trucks

107

Concrete pump truck

103

Concrete trucks

107

Bottom-Up Construction Mobile crane

106

Gantry crane (50T)

Roller compactors (8T-14T)

107

Plate compactors

110

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