CRL Resource Consent Conditions

CONDITIONS Definitions ACZ – Active Construction Zone AEE - Assessment of Environmental Effects prepared by Aurecon New Zealand Limited/ Golder Associates (NZ) Limited, dated 13 May 2016 AQMP - Air Quality Management Plan CCP - Communication and Consultation Plan CEMP - Construction Environmental Management Plan CLG - Community and Business Liaison Group Commencement of construction or construction works – in all conditions which refer to ‘commencement of construction’, construction has the same meaning as the Construction Contracts Act 2002 and includes work such as site clearance, earthmoving and earthworks, excavation, tunnelling, and boring; and the construction, erection, installation, carrying out, alteration, repair, restoration, renewal, maintenance, extension, demolition, removal, or dismantling of any building or structure; and all other matters referred to in section 6 of that Act. CRL – City Rail Link CSA – Construction Support Areas CSMP - Contaminated Soils Management Plan EMP - Industrial and Trade Activities Environmental Management Plan ESC – Erosion and Sediment Control ESCP - Erosion and Sediment Control Plan FTMP – Flocculent Treatment Management Plan GSMCP - Groundwater and Settlement Monitoring and Contingency Plan IBA - Independent Building Assessor – The person engaged under Condition 91 to make recommendations to Council on building serviceability and damage matters and otherwise carry out the functions ascribed to the IBA under these conditions.

Key contacts - are identified in the CEMP and are a “key contact” person representing the Consent Holder and a “key contact” person representing the contractor team to work with the Council (Team Leader Central Monitoring). Refer Condition 30 Management Plan/s means one or all of the following: •

Air Quality Management Plan (AQMP)

•

Construction Environmental Management Plan (CEMP)

•

Contaminated Soils Management Plan (CSMP)

•

Erosion and Sediment Control Plan (ESCP)

In Consent: REG/2016/1892

1

Address: Wyndham Street, Auckland Central to NAL, Mt Eden Station

•

Flocculent Treatment Management Plan (FTMP)

•

Groundwater and Settlement Monitoring and Contingency Plan (GSMCP)

•

Industrial and Trade Activity Environmental Management Plan (EMP) and

Mana Whenua - Ngati Maru, Ngati Paoa, Ngai Tai Ki Tamaki, Ngati Te Ata Waiohua, Te Kawerau a Maki, Ngati Whatua o Orakei, Te Akitai, and Ngati Tamaoho NAL – North Auckland Line PCCP - Pre-Construction Communication and Consultation Plan Plan – any Management Plan or other plan prepared under these conditions including any plan applicable to a stage of the works Project – the CRL Aotea Station to North Auckland Line Section, or any stage of the Project.

Referee – the independent and appropriately qualified senior person to whom a dispute is referred under Condition 8.

Senior Qualified Person - means a person with a post-graduate degree in environmental science, chemistry, biology, geology (including a Chartered Professional Engineer (CPEng)) or similar field; or having sufficient technical experience that is at least equivalent; and having at least five years’ professional experience.

Services – includes including gas, water, sewerage, telecoms, stormwater, fibre optics and power.

SVR - Site Validation Report TP90 - Auckland Council Technical Publication No. 90, Erosion & Sediment Control: Guidelines for Land Disturbing Activities in the Auckland Region, and any amendments to TP90 See also definitions specific to resource consents, namely, Water Permit R/REG/2016/1890 Take and Diversion of Groundwater.

General Conditions These conditions apply to all resource consents.

Activity in accordance with application 1.

The scope and extent of works envisaged by this project shall be carried out in general accordance with the plans and all information submitted with the application, detailed in Appendix 5, and all referenced by the Council as consent numbers R/LUC/2016/1890, R/REG/2016/1892, R/REG/2016/1895, R/REG/2016/1896, R/REG/2016/1898, R/REG/2016/1899, R/REG/2016/1900 and R/REG/2016/2038.

Advice note: Relevant plans may be updated as part of the Management Plan process referred to in these conditions.

2.

If there is any conflict between the application documents and the conditions of these resource consents, the conditions of the resource consents will prevail.

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3.

The requirements of these conditions, including requirements for Management Plans and reports, shall relate to the Project or any stage of the Project (as applicable).

4.

Under section 125 of the RMA, this consent lapses 10 years after the date it is granted unless:

5.

a.

The consent is given effect to; or

b.

The Council extends the period after which the consent lapses.

The Consent Holder shall pay the Council an initial consent compliance monitoring charge of $8000 (inclusive of GST), plus any further monitoring charge or charges to recover the actual and reasonable costs incurred to ensure compliance with the conditions of these consents.

Advice note: The initial monitoring deposit is to cover the cost of inspecting the site, carrying out tests, reviewing conditions, updating files, etc., all being work to ensure compliance with the resource consents. In order to recover actual and reasonable costs of monitoring conditions in excess of those covered by the deposit, costs shall be charged at the relevant hourly rate applicable at the time. The Consent Holder will be advised of further monitoring charges. Only after all conditions of the resource consents have been met, will the Council issue a letter confirming compliance at the request of the Consent Holder.

Copies of Resource Consents 6.

All personnel working on the Project shall be made aware of, and have access to, at least one copy of these resource consents, associated reference documents and plans, and the certified Management Plans.

Site Access 7.

Subject to compliance with the Consent Holder's health and safety requirements and provision of reasonable notice, servants or agents of the Council shall be permitted to have access to relevant parts of the surface construction sites controlled by the Consent Holder at all reasonable times for the purpose of carrying out inspections, surveys, investigations, tests, measurements and/or to take samples.

Dispute Resolution 8.

In the event of any dispute, disagreement or inaction arising from the implementation of these resource consents, including a.

any Council certification required by these conditions, or

b.

implementation of, or monitoring required by, these conditions, the disputed matter shall be referred in the first instance to the Consent Holder and Council (Team Leader Central Monitoring), to determine a resolution process.

If a resolution process cannot be agreed, then the matter shall be referred to an independent and appropriate Senior Qualified Person (‘the referee’), agreeable to both parties (such agreement not to be unreasonably withheld by either party).

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The referral shall set out in writing the details of the matter to be referred for determination and the reasons why the parties have not agreed.

The referee shall be appointed within 10 working days of the Consent Holder or the Council giving notice to the other of its intention to seek an expert determination.

Following the appointment, the referee shall issue a written decision on the matter, including the reasons for his or her decision.

In making the decision, the referee shall be entitled to seek further information and to hear from the parties as he or she sees fit in his or her sole discretion.

The reasonable fees of the referee shall be paid equally by both disputing parties.

Advice Note: The dispute resolution process provided for by this condition does not prejudice any parties’ right to take enforcement action in relation to implementation of these conditions. However, the dispute resolution process will be applied before any formal enforcement action is taken by the Council, except in urgent situations.

The Auckland Transport contact for this resolution process is the Manager Planning and Integration, Property and Planning Team, Capital Development Division Pre-Construction Communication and Consultation Plan (PCCP) 9.

Immediately following the grant of these consents, the Consent Holder shall prepare a PCCP, the purpose of which is to set out a framework to ensure appropriate communication and consultation is undertaken with the community, stakeholders, affected parties and affected in-proximity parties.

10.

The PCCP shall be submitted to Council (Team Leader Central Monitoring), within 40 working days of the grant of these consents, with a request for certification that the PCCP has been prepared in accordance with these conditions of consent.

11.

The PCCP shall set out recommendations and requirements (as applicable) that shall be adopted by and/or inform the development of the Construction Environmental Management Plan (CEMP) and other Plans.

12.

The PCCP shall also set out how the Consent Holder will: a.

Inform the community of Project progress and the likely commencement of construction, and the programme;

b.

Engage with the community in order to foster good relationships and to provide opportunities for learning about the Project;

c.

Obtain (and specify reasonable timeframes for) feedback and input from stakeholders, directly affected and affected in-proximity parties regarding the development of the CEMP and other Plans;

d.

Respond to queries and complaints by providing as a minimum the following information: i) Who is responsible for responding to the query / complaint; ii) How responses will be provided; 4

iii) The timeframes within which responses will be provided. e.

13.

14.

Where feedback (in accordance with this condition) is provided, the PCCP shall articulate how that feedback has informed the development of the CEMP and other Plans and where it has not, the reasons why it has not.

The PCCP shall be prepared in consultation with stakeholders, directly affected parties and affected in-proximity parties including, but not limited to: a.

All property owners and occupiers of the sites that are identified in Appendix 4, and adjacent to the Project’s construction sites;

b.

Mana Whenua unless any of those named advise the Consent Holder of a different liaison process;

c.

Heritage New Zealand Pouhere Taonga (Heritage NZ);

d.

NZ Transport Agency / Auckland Motorway Alliance (AMA);

e.

KiwiRail;

f.

Department of Corrections;

g.

Ministry of Justice;

h.

Network Utility Operators; and

i.

The Community and Business Liaison Group (refer Conditions 16-24).

In addition to the requirements of Conditions 11 and 12 above, the PCCP shall, as a minimum, include: a.

A communications framework that details the Consent Holder’s communication strategies, accountabilities, frequency of communications and consultation, the range of communication and consultation tools to be used (including relevant communication methods, newsletters or similar, advertising etc.), and any other relevant communication matters;

b.

Details of the Consent Holder’s Communication and Consultation Manager for the pre- construction period including 24 hour contact details (phone, email and postal address);

c.

The 0800 CRL TALK phone number;

d.

The methods for identifying, communicating and consulting with stakeholders, directly affected parties and affected in-proximity parties and other interested parties. Such methods shall include but not be limited to: i)

Newsletters;

ii)

Newspaper advertising;

iii)

Notification and targeted consultation with stakeholders, affected parties and affected in-proximity parties; and

iv)

The use of the Project website for public information.

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e.

The methods for communicating and consulting with the Community and Business Liaison Group (refer Conditions 16-24);

f.

How communication and consultation activity will be recorded; and

g.

Methods for recording reasonably foreseeable future planned network utility works so that those works can be considered and incorporated, where appropriate, into the Project design.

The PCCP shall be advertised on the Project website as being publicly available once finalised for the duration of the Project’s pre- construction period.

Advice Note: At the time these resource consents were granted, the Communication and Consultation Manager for the Project was Carol Greensmith, phone 0800 CRL TALK.

15.

The certified PCCP shall be implemented and complied with within 60 working days from the resource consent decision until the commencement of construction.

Community and Business Liaison Group (CLG) 16.

Within 60 working days of the resource consent decision, the Consent Holder shall, in consultation with Council (Team Leader Central Monitoring), establish a Community and Business Liaison Group in the construction area (Aotea Station to North Auckland Line Section).

Advice Note: It is not the intention to set up a new CLG, but to invite those identified in Condition 17 to join one of the already established CLGs set up under the terms of the CRL Designation (refer to Condition 7 of the CRL Designation conditions). These existing CLGs include (and are known as): Aotea Station; Karangahape Station; and Mt Eden Station.

17.

The Consent Holder shall ensure that membership of the CLG shall include representative(s) of the Consent Holder and be open to all directly affected and affected in-proximity parties to the Project including, but not limited to the following: a.

Representative(s) for and/or directly affected and affected in-proximity property owners and occupiers identified in Appendix 4, and are adjacent to the Project’s construction sites;

b.

Karangahape Road Business Association Inc;

c.

Regional Facilities Auckland;

d.

CBD Residents Advisory Group;

e.

Heart of the City;

f.

If not already included under (a), Mr C P Browne, 22 Stable Lane, Eden Terrace; and

g.

Mana Whenua unless any of those named advise the Consent Holder of a different liaison process.

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18.

In addition to involvement in the PCCP (refer Conditions 9-15), the Consent Holder shall ensure that the CLG shall: a.

Receive regular updates on Project progress;

b.

Enable the effects of constructing the Project on the community and businesses to be monitored by providing a regular forum through which information about the Project can be provided to the community;

c.

Enable opportunities for concerns and issues to be reported to and responded by the Consent Holder; and

d.

Be provided with feedback on the development of, and any material changes to the CEMP and other Management Plans.

e.

Raise with the consent holder any issues raised by group members in regard to business disruption.

f.

Provide to the consent holder details of any request by a landowner or tenant at his/her request, for any information specific to that landowner’s or tenant’s property.

19.

The Consent Holder shall consult with the CLG in respect of the development and review of the CEMP and other Management Plans.

20.

Prior to preparation of the PCCP under Condition 9, the Consent Holder shall appoint one or more persons appropriately qualified in community consultation as the Community Consultation Advisor(s) to: a.

Provide administrative assistance to the CLG;

b.

Ensure the CLG is working effectively (including the development of a Code of Conduct and appropriate procedures for the CLG); and

c.

Act as a community consultation advisor to the CLG.

21.

The Consent Holder must use its best endeavours to ensure that the CLG meets at least annually until the commencement of construction and then at least once every three months or as otherwise required once construction commences.

22.

Once construction has commenced, the Consent Holder shall provide an update at least every three months (or as otherwise agreed) to the CLG on compliance with resource consent conditions, including the CEMP and other Management Plans, and any material changes to these Plans.

23.

The Consent Holder shall provide reasonable administrative support for the CLG including organising meetings at a local venue, inviting all members of the CLG, and taking responsibility for keeping and disseminating meeting minutes.

24.

The CLG shall continue for the duration of the Project and for six months following completion of the Project and an additional six months if a majority of the members of the CLG agree.

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Communication and Consultation Plan (CCP) 25.

At least 3 months prior to the commencement of construction, the Consent Holder shall prepare a CCP the purpose of which is to set out a framework to ensure appropriate communication and consultation with the community, stakeholders, affected parties and affected in-proximity parties during the construction of the Project.

26.

[blank]

27.

The CCP shall be based on and, where appropriate, incorporate the provisions of the PCCP, and shall set out how the Consent Holder will:

28.

a.

Inform the community and business of construction progress and future construction activities and constraints that could affect them;

b.

Provide early information on key Project milestones;

c.

Obtain and specify a reasonable timeframe (being not less than 10 working days), for feedback and inputs from directly affected and affected in-proximity parties regarding the implementation and review of the CEMP or other Management Plans;

d.

Respond to queries and complaints including but not limited to: i)

Who is responsible for responding;

ii)

How responses will be provided; and

iii)

The timeframes within which responses will be provided.

The CCP shall (as a minimum) include: a.

A communications framework that details the Consent Holder’s communication strategies, accountabilities, frequency of communications and consultation, the range of communication and consultation tools to be used (including relevant communication methods, newsletters or similar, advertising etc.), and any other relevant communication matters;

b.

The Communication and Consultation Manager for the Project including 24 hour contact details (phone, email and postal address);

c.

The 0800 CRL TALK phone number;

d.

The methods for identifying, communicating and consulting with persons affected by the project including but not limited to: i)

All property owners and occupiers of the sites that are identified at Appendix 4, and adjacent to the Project’s construction sites;

ii)

Mana Whenua unless any of those named advise the Consent Holder of a different liaison process;

iii)

Heritage NZ;

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iv)

NZ Transport Agency/ Auckland Motorway Alliance (AMA);

v)

Kiwirail;

vi)

Department of Corrections;

vii)

Ministry of Justice;

viii)

Network Utility Operators; and

ix)

The Community and Business Liaison Group (refer Conditions 16-24)

e.

How stakeholders and persons affected by the Project will be notified of the commencement of construction, the expected duration of the activities and works, and who to contact for any queries, concerns and complaints;

f.

How stakeholders and persons affected by the Project will be consulted in the development and review of the CEMP and other Management Plans, including specifying reasonable timeframes for feedback;

g.

A list of stakeholders, directly affected and affected in-proximity parties to the construction works with whom the Consent Holder will communicate;

h.

A requirement that the Consent Holder shall make any information that is relevant to 22 Stable Lane available to the owner of that property (Christopher Patrick Browne) on request, and advise that owner in the event that any alert or alarm trigger levels are exceeded that are relevant to 22 Stable Lane. In addition, the CCP shall state the method by which Christopher Patrick Browne can make such a request and the anticipated timeframe within which it will be provided;

i.

A summary of communication and consultation undertaken between the Consent Holder and parties as required by the PCCP. The summary shall include any outstanding issues or disputes raised by parties;

j.

How communication and consultation relating to construction activities and monitoring requirements will be recorded; and

k.

How opportunities to interpret and display archaeological finds within the Project area will be identified and implemented, including how Heritage NZ will be involved in this process.

Advice Note: At the time this resource consent was granted, the Communication and Consultation Manager for the Project was Carol Greensmith, phone 0800 CRL TALK. 29.

The CCP shall also include (as relevant) linkages and cross-references to the CEMP and other Management Plans.

30.

The CCP shall be reviewed six monthly for the duration of construction and updated if required. Any updates to the CCP shall be provided to the “key contacts� and the Council (Team Leader Central Monitoring) for review and agreement on any further action to be undertaken.

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31.

Any further action recommended as a result of the review under Condition 30 shall be undertaken by the Consent Holder’s Communication and Consultation Manager for the Project and confirmation of completion shall be provided to the Council (Team Leader Central Monitoring).

32.

If, in the course of amendments undertaken as part of the review process under Condition 30, a material change to the CCP is made, the Consent Holder shall notify those parties affected by the change within 20 working days of the material change occurring.

33.

The CCP shall be implemented and complied with for the duration of the construction of the Project.

Pre-Construction Meetings and Notification 34.

Prior to commencement of any stage of construction, the Consent Holder shall arrange a pre-construction meeting with Council (Team Leader Central Monitoring in conjunction with relevant technical specialists, as required) as well as the site contractor and shall invite Mana Whenua to attend. a.

The meeting shall be located on the Project site unless otherwise agreed;

b.

The meeting shall be scheduled no less than five working days before the anticipated commencement of construction;

c.

The meeting shall include representation from the contractor who will undertake the works;

d.

The following information shall be made available by the Consent Holder at the pre- construction meeting: i)

Conditions of consent;

ii)

Approved (signed/stamped) construction plans for that stage;

iii)

Timeframes for key stages of the works authorised under these consents;

iv)

Contact details of the site contractor, site stormwater engineer and other key contractors;

v)

All certified Management Plans; and Advice Note: by this stage, all of the Management Plans should have been certified, given the plans are required to be lodged 20 working days prior to commencement of construction.

vi) e.

A copy of the Corridor Access Request from Auckland Transport.

Appropriate provision to the extent sought by Manu Whenua, or their nominated representative(s), shall be made for a cultural induction of the contractor's staff.

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Advice Note: To arrange the pre-construction meeting required by Condition 34 please contact Steve Pearce, Team Leader Central Monitoring at steve.pearce@aucklandcouncil.govt.nz, or 09 301 01 01. The conditions of consent should be discussed at this meeting. All information required by the Council should be provided no later than two days prior to the meeting.

Construction Management 35.

Prior to the commencement of construction of the Project, the Consent Holder shall prepare a Construction Environmental Management Plan (CEMP) including all certified Management Plans which form part of these conditions to ensure compliance with the resource consents.

36.

The CEMP shall include details of: a.

Final project details and staging of works to illustrate that the works remain within the limits and standards approved under these resource consents and that the construction activities avoid, remedy or mitigate adverse effects on the environment.

b.

The site or project manager and the Communication and Consultation Manager, including their contact details (phone, email and physical address);

c.

The “key contacts�;

d.

Communication and consultation procedures for ensuring that residents, road users and businesses in the immediate vicinity of construction areas are given prior notice of the commencement of construction and are informed about the expected duration and effects of the work. In particular, the procedures shall provide for the following in relation to residents, road users and businesses potentially affected by the construction works: i)

consultation prior to the commencement of construction;

ii)

notice periods for changes to pedestrian and vehicle access;

iii)

regular updates on construction progress;

iv)

key dates for major milestones such as road closure and re-opening; and

v)

communication on any other matters potentially affecting residents or business operations in the vicinity of the works.

e.

Notice boards that clearly identify the Consent Holder and the Project name, together with the name, telephone number and email address of the Site or Project Manager and the Communication and Consultation Manager;

f.

General site layout and management;

g.

An outline of the Project’s construction programme, including construction hours of operation;

h.

Means of ensuring the safety of the general public;

i.

Certified Management Plans referred to in these conditions; 11

j.

Water Discharge Quality Monitoring Programme; and

k.

Identification of the suitably independent, qualified Chartered Professional Engineer, or member of the Royal Institution of Chartered Surveyors, who will be undertaking the condition surveys required by the conditions of consent.

37.

The CEMP shall be provided to the Council (Team Leader Central Monitoring) for certification at least 20 working days prior to the commencement of construction.

38.

The Consent Holder shall request the Council’s (Team Leader Central Monitoring) determination, in writing, as to whether the CEMP can be certified as per the requirements of these consent conditions within 10 working days of receipt of the CEMP. Construction shall not commence until written certification is obtained from Council (Team Leader Central Monitoring).

39.

The CEMP required by Condition 35 shall be implemented and maintained throughout the entire construction period for the Project, or relevant Project stage, to manage potential adverse effects arising from the construction and shall be updated as necessary (or as required by the review process in Condition 42).

40.

Any change to the CEMP shall be submitted to the Council (Team Leader Central Monitoring) for certification and no activity reliant upon a change to the CEMP can be undertaken until the change has been certified.

The Consent Holder shall request the Council’s (Team Leader Central Monitoring) determination as to whether the proposed change can be certified, in writing, within 10 working days of submission of the change.

Construction Traffic 41.

The Consent Holder shall, so far as is it is reasonably practicable, avoid, remedy or mitigate the adverse effects of construction on transport, parking and property access.

This is to be achieved through the following objectives: a.

managing the road transport network for the duration of the construction by adopting the best practicable option to manage congestion;

b.

maintaining pedestrian access to private property at all times; and

c.

providing on-going vehicle access to private property to the greatest extent possible.

Advice Note: Condition 41 refers to objectives to be achieved. The requirement to provide mechanisms to achieve these objectives is included in the relevant CRL designation conditions.

Review Process for CEMP and other Management Plans 42.

The Consent Holder shall review the CEMP and other Management Plans at least annually or

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43.

44.

a.

as a result of a material change to the Project;

b.

to address unforeseen or materially greater adverse effects arising from construction or

c.

to address unresolved complaints.

A review pursuant to Condition 42 may be initiated by either the Council (Team Leader Central Monitoring) or the Consent Holder and shall take into consideration: a.

Compliance with resource consent conditions, the CEMP, other Management Plans and any material changes to these Plans;

b.

Any changes to construction methods;

c.

Key changes to roles and responsibilities relating to the Project;

d.

Relevant changes in industry best practice standards;

e.

Relevant changes in legal or other requirements;

f.

Results of monitoring and reporting procedures associated with the management of adverse effects during construction;

g.

Any comments or recommendations received from Council (Team Leader Central Monitoring) or as a result of the CCP process regarding the CEMP and other Management Plans; and

h.

Any complaints and any response to complaints and remedial action taken to address the complaint as required under Conditions 45-49.

A summary of the review process shall be kept by the Consent Holder, provided annually to the Council (Team Leader Central Monitoring), and advised to and made available to the CLG.

Concerns and Complaints Management 45.

46.

Upon receiving a concern or complaint during construction of the Project, the Consent Holder shall instigate a process to address the concern or complaint. This shall: a.

Identify of the nature of the concern or complaint, and the location, date and time of the alleged event(s);

b.

Acknowledge receipt of the concern or complaint within 24 hours of receipt;

c.

Respond to the concern or complaint in accordance with the relevant Management Plan, which may include (for example) monitoring of the activity by a suitably qualified expert, and implementation of mitigation measures; and

d.

Provide the person raising the concern or complaint with details of the response.

A record of all concerns and / or complaints received shall be kept by the Consent Holder. This record shall include:

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a.

The name and address of the person(s) who raised the concern or complaint (unless they elect not to provide this or do not want the information recorded) and details of the concern or complaint;

b.

Where practicable and relevant, weather conditions at the time of the concern or complaint, including wind direction and cloud cover if the complaint relates to air quality;

c.

The relevant known construction activities being undertaken at the time and in the vicinity of the concern or complaint;

d.

Any other activities in the area unrelated to the Project that may have contributed to the concern or complaint such as non-related construction, fires, traffic accidents or unusually dusty conditions generally;

e.

Remedial actions undertaken (if any) and the outcome of these, including monitoring of the activity and any proposed changes to any Management Plan; and

f.

the response of the person who raised the concern or complaint to the remedial actions undertaken.

47.

This record shall be maintained on site, be available for inspection upon request, and shall be provided every two months (or as otherwise agreed) to the Council (Team Leader Central Monitoring).

48.

Where a complaint remains unresolved or a dispute arises, the Consent Holder will provide to Council (Team Leader Central Monitoring) a copy of all records of the complaint and advice as to

49.

a.

how it has been dealt with and addressed; and

b.

whether the Consent Holder considers that any other steps to resolve the complaint are required.

In addition to Condition 48, the Consent Holder shall also request the Council (Team Leader Central Monitoring) to determine whether a review of the CEMP and/or Management Plan(s) is required under Condition 42 to address the unresolved complaint or dispute. The Council (Team Leader Central Monitoring) will be asked to advise the Consent Holder of its recommendation within 10 working days of receiving the records of complaint.

Specific conditions – land use consent R/LUC/2016/1890 Earthworks Duration 50.

Consent R/LUC/2016/1890 shall expire 15 years from the date it is granted unless it has been surrendered or been cancelled at an earlier date pursuant to the RMA.

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Completion or abandonment of works 51.

Upon completion or abandonment of earthworks on the subject site all areas of bare earth shall be permanently stabilised against erosion to the satisfaction of the Team Leader Central Monitoring.

52.

The Consent Holder shall manage the on-going monitoring of the measures taken under Condition 51 and for that purpose, should discuss any potential measures with Council’s (Team Leader Central Monitoring), with reference to TP90.

Erosion and Sediment Control Plan (ESCP) 53.

At least 20 working days prior to the commencement of construction within a CSA or ACZ, the Consent Holder shall submit to the Council (Team Leader Central Monitoring) for certification an ESCP which provides for the management of all bulk earthworks to minimise any discharge of debris, soil, sediment or sediment-laden water beyond the site to either land and/ or stormwater drainage systems.

54.

The Consent Holder shall request the Council's (Team Leader Central Monitoring) determination as to whether the ESCP can be certified, in writing, within 10 working days of receipt of the ESCP. No construction activity shall commence until certification from Council is provided.

55.

An ESCP shall include, but is not limited to, the following matters:

56.

•

identification of construction zones and construction support areas;

•

specific erosion and sediment control works for each Active Construction Zone (location, dimensions, capacity supporting calculations and design drawings), which should be in line with Industry Best Practice that will meet or exceed the performance of measures detailed in TP90;

•

catchment boundaries;

•

the timing and duration of construction and operation of control works (in relation to the staging and sequencing of earthworks);

•

details relating to the management of exposed areas;

•

reference to the Flocculent Treatment Management Plan and confirmation of erosion and sediment control measures necessary to give effect to that plan;

•

reference to the Contaminated Soils Management Plan and confirmation of erosion and sediment control measures necessary to give effect to that plan; and

•

monitoring and maintenance requirements, including information on complaint investigation and response procedures, training, and roles and responsibilities.

Any change to an ESCP shall be submitted to the Council (Team Leader Central Monitoring) for certification.

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57.

The Consent Holder shall request the Council's (Team Leader Central Monitoring) written determination as to whether the proposed change can be certified, to be provided within 10 working days of submission of the change. No activity reliant upon a change to the ESCP can be undertaken until the change has been certified.

58.

The Consent Holder shall comply with the ESCP for the duration of the earthworks associated with the Project.

Flocculent Treatment Management Plan (FTMP) 59.

At least 20 working days prior to the commencement of construction, the Consent Holder shall submit to Council (Team Leader Central Monitoring) for certification an FTMP which confirms the measures that will be taken to ensure that the construction of the Project or Project Stage will be generally consistent with the Water Quality Assessment and the Industrial and Trade Activities Assessment prepared by Golder Associates (NZ) Limited, both dated December 2014.

60.

The Consent Holder shall request the Council's (Team Leader Central Monitoring) written determination as to whether the FTMP can be certified, within 10 working days of receipt of the FTMP. No construction activity shall commence until certification from Council is provided.

61.

The FTMP shall include, but not be limited to, the following matters: •

Specific design details of the flocculent treatment system based on a batch dosing methodology for the site's settlement tanks, including the potential for use of non – chemical flocculants (e.g. chitin based flocculants);

•

Monitoring, maintenance (including post-storm) and contingency programme (including a record sheet);

•

Details of optimum dosage (including assumptions);

•

Results of initial flocculent treatment trial;

•

A spill contingency plan; and

•

Details of the person or bodies who will hold responsibility for the long-term operation and maintenance of the flocculent treatment system and the organisational structure which will support this system.

62.

Any change to the FTMP shall be submitted to the Council (Team Leader Central Monitoring) for certification.

63.

The Consent Holder shall request the Council's (Team Leader Central Monitoring) written determination as to whether the proposed change requested under Condition 62 can be certified, to be provided within 10 working days of submission of the change. No activity reliant upon a change to the FTMP can be undertaken until the change has been certified.

64.

The Consent Holder shall comply with the FTMP for the duration of construction of the Project.

16

As Built certification 65.

Prior to the commencement of bulk earthworks, a certificate signed by a Senior Qualified Person shall be submitted to the Council (Team Leader Central Monitoring) to certify that the erosion and sediment controls (including diversion bunds, silt fences and sumps) have been constructed in accordance with the certified ESCP(s) as required by Condition 53 of this consent.

66.

The certification from the Senior Qualified Person for these measures shall be supplied to the Council (Team Leader Central Monitoring) immediately upon completion of construction of those measures. Information supplied, if applicable, shall include: •

The contributing catchment area;

•

The shape of structure (dimensions of structure);

•

The position of inlets/outlets; and

•

The stabilisation of the structure.

General Performance Standards 67.

The Consent Holder shall ensure that there shall be no deposition of earth, mud, dirt or other debris on any road or footpath resulting from bulk earthworks on the subject site. In the event that such deposition does occur, it shall immediately be removed.

In no instance, shall roads or footpaths be washed down with water without appropriate erosion and sediment control measures in place to prevent contamination of the stormwater drainage system, watercourses or receiving waters.

68.

The operational effectiveness and efficiency of all erosion and sediment control measures specifically required as a condition of resource consent, including the certified ESCP referred to in Condition 53, shall be maintained throughout the duration of earthworks, or until the Project site is permanently stabilised against erosion.

69.

The site shall be progressively stabilised against erosion at all stages of earthworks activity, and shall be sequenced to minimise the discharge of contaminants to groundwater or surface water.

70.

The Consent Holder shall ensure that the erosion and sediment control measures are constructed and maintained in accordance with TP90, except where a higher standard is detailed in an ESCP/FTMP, in which case the higher standard shall apply.

71.

Sediment control measures shall be inspected on a weekly basis and after a significant storm event to ensure effective operation.

72.

The Consent Holder shall ensure that all material removed from or delivered to the Project site shall be covered during transportation.

Review Condition for regional land use (earthworks) consent R/LUC/2016/1890

17

73.

Pursuant to section 128 of the RMA the conditions of this consent may be reviewed by the Council (Team Leader Central Monitoring) at the Consent Holder's cost, by giving notice pursuant to section 129 of the Act within six months after commencement of bulk earthworks and subsequently at intervals of not less than one year thereafter in order to achieve the following: a.

To deal with any adverse effects on the environment which may arise or potentially arise from the exercise of this consent and which it is appropriate to deal with at a later stage;

b.

To alter erosion and sediment control requirements as a result of previous monitoring outcomes, and/or in response to changes to the environment and/or hydro-geological knowledge, and/or changes to industry best practice;

c.

If, at any time, it is found that the information made available to the Council in the application contained inaccuracies which materially influenced the decision and the effects of the exercise of the consent are such that it is necessary to apply more appropriate conditions; and

d.

If, at any time, CRL-related works being undertaken under a designation providing for aspects of the Project, or a separate resource consent, leads to an inconsistent approach to the management of effects.

Stormwater quality (redevelopment of Albert Street - high use road) 74.

Management of stormwater from the redevelopment of Albert Street that is necessitated by the Project shall achieve the following performance standard, and measures to achieve that standard shall be implemented prior to completion of the Project: Works

Device catchment

Design guideline

Via a treatment device(s) that meets the design guideline requirements

17,300 m2

Best Practicable Option, designed in accordance with the principles of TP10/75% TSS removal

18

75.

At least 30 days prior to the commencement of construction of the stormwater devices on the site, the Consent Holder shall submit a final detailed design of the stormwater management system required to comply with Condition 74 to the Team Leader Central Monitoring for certification.

The information shall include, but not be limited to: a.

A site drainage plan;

b.

Catchment area details (and associated water quality volume calculations) for stormwater treatment device(s);

c.

Plans and engineering drawings for the stormwater treatment(s); and

d.

Design calculations for the stormwater treatment device(s) demonstrating the treatment efficiency.

As builts 76.

The Consent Holder shall provide As-Built certification and plans of the stormwater management works, which are certified (signed) by a suitably qualified registered surveyor as a true record of the stormwater management system constructed in accordance with the design approved under Condition 75, to the Team Leader Central Monitoring.

77.

The As-Built plans shall display the entirety of the stormwater management system, and shall include

78.

a.

location, dimensions and levels of any overland flow paths including cross sections and long sections;

b.

plans and cross sections of all stormwater management devices, including confirmation of the Water Quality Volume, storage volumes and levels of any outflow control structure;

c.

documentation of any discrepancies between the design plans and the As-Built plans approved by the Modifications Approval condition.

A post-construction meeting shall be held by the Consent Holder, within 20 working days of completion of the stormwater management works, that: a.

is located on the subject area;

b.

includes representation from the Team Leader Central Monitoring; and

c.

includes representation from the site stormwater engineer or contractors who have undertaken the works and any other relevant parties.

Operation and Maintenance Plan 79.

The Consent Holder shall provide an Operation and Maintenance Plan for the stormwater management system to the Team Leader Central Monitoring 5 days prior to the post-construction meeting required by Condition 78.

19

80.

81.

The Operation and Maintenance Plan shall set out how the stormwater management system is to be operated and maintained to ensure that adverse environmental effects are minimised. The plan shall include: a.

details of who will hold responsibility for long-term maintenance of the stormwater management system and the organisational structure which will support this process;

b.

a programme for regular maintenance and inspection of the stormwater management system;

c.

a programme for the collection and disposal of debris and sediment collected by the stormwater management devices or practices;

d.

a programme for post storm inspection and maintenance;

e.

a programme for inspection and maintenance of the outfall;

f.

general inspection checklists for all aspects of the stormwater management system, including visual checks and

g.

a programme for inspection and maintenance of vegetation associated with the stormwater management devices.

The stormwater management system shall be managed in accordance with the Operation and Maintenance Plan (see Condition 79).

Specific conditions – water permit (groundwater diversion/discharge) R/REG/2016/1892 DEFINITIONS: Commencement of Dewatering:

Means Commencement of Bulk Excavation and/or the commencement of the taking or diversion of groundwater, other than for initial state monitoring purposes.

Completion of Excavation

Means the stage when all Bulk Excavation has been completed.

Completion of Dewatering:

Means when the tunnel and associated shafts and access-ways within a construction zone have been constructed and no further groundwater is being extracted for the construction of the railway and utility infrastructure.

Completion of Construction

Means when the Consent Holder advises the Council in writing that construction is complete in relation to the consent.

Serviceability Limit/s

As detailed in Table 1 Building Damage Classification, it is the limit beyond which Serviceability Damage may occur. It represents the magnitude of structural deflections (caused by ground settlement) or lateral displacement) beyond which structural, as opposed to nonstructural (aesthetic) damage may occur, including:

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i. any reduction of operational functionality ii. any reduction in weathertightness or service life or iii. any reduced durability.

In determining Serviceability Limits for a given building, structure or service, the predicted and actual response to deflection must be considered in relation to the existing conditions of the building, structure or services (and parts thereof).

Damage

Includes aesthetic and structural (serviceability) damage.

Alert Level

= 80% design prediction.

Alarm Level

= 100% design prediction

Manager:

Means the Team Leader Water Allocation, NRSI, AC, or nominated Auckland Council staff acting on the Team Leader’s behalf.

RL:

Means Reduced Level.

Consent duration 82.

The Dewatering and Diversion consent and water permit 46500 shall expire 35 years after the consent commences unless it has been surrendered or been cancelled at an earlier date pursuant to the RMA.

Performance standards 83.

Within the 5mm settlement contours on the drawings in Appendix 1, all excavations, dewatering systems, retaining structures and associated works (including backfilling) for the CRL construction must be designed, constructed and maintained so as to avoid any damage that exceeds the Serviceability Limits of buildings, structures and services.

84.

Beyond the 5mm settlement contours on the drawings in Appendix 1, the Consent Holder must ensure that the damage to masonry buildings due to the Project works, including excavations, dewatering systems, retaining structures and associated works (including backfilling), does not exceed the “negligible damage� category extent detailed in Table 1 below and has only negligible effects on piled buildings, structures and services.

21

Category of Damage

Normal Degree of Severity

Description of Typical Damage

0

Negligible

Hairline cracks.

1

Very Slight

Fine cracks easily treated during normal redecoration. Perhaps isolated slight fracture in building. Cracks in exterior visible upon close inspection. Typical crack widths up to 1mm.

2

Slight

Cracks easily filled. Redecoration probably required. Several slight fractures inside building. Exterior cracks visible, some repainting may be required for weather-tightness. Doors and windows may stick slightly. Typically crack widths up to 5mm.

3

Moderate

Cracks may require cutting out and patching. Recurrent cracks can be masked by suitable linings. Brick pointing and possible replacement of a small amount of exterior brickwork may be required. Doors and windows sticking. Utility services may be interrupted. Weather tightness often impaired. Typical crack widths are 5mm to 15mm or several greater than 3mm.

4

Severe

Extensive repair involving removal and replacement of walls especially over door and windows required. Window and door frames distorted. Floor slopes noticeably. Walls lean or bulge noticeably. Some loss of bearing in beams.

Utility services disrupted. Typical crack widths are 15mm to 25mm but also depend on the number of cracks.

5

Very Severe

Major repair required involving partial or complete reconstruction.

Beams lose bearing, walls lean badly and require shoring.

Windows broken by distortion. Danger of instability.

(Building Damage Classification after Burland (1995), and Mair et al (1996))

General Category

CRL Consent

(after Burland – 1995) Aesthetic Damage

Negligible effects for <5mm predicted ground settlement Aesthetic Damage Effects – to be mitigated

Serviceability Damage

Serviceability Limit (interface between Damage Category 2 “Slight” and Damage Category 3 “Moderate”)

Serviceability Damage Effects – to be avoided

Stability Damage

Stability Damage Effects – to be avoided

Planner’s report to the Independent Hearing Commissioners R/LUC/2016/1890, R/REG/2016/1892, R/REG/2016/1895, R/REG/2016/1896, R/REG/2016/1897, R/REG/2016/1898, R/REG/2016/1899, R/REG/2016/1900 and R/REG/2016/2038 Page 22

Typical crack widths are greater than 25mm but depend on the number of cracks.

Table 1: Building Damage Classification Note: ‘Description of Typical Damage’ applies to Masonry buildings only. The ‘General Category’ applies to all buildings.

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85.

The maximum bulk excavation depths, including shafts shall not exceed the specified depth in Schedule A below in the respective construction zones by more than 2 metres without approval from the Manager: Schedule A: Construction Zone

Design Component

Design Depth

ACZ A

Aotea Station

6.5 mRL

ACZ A

Wellesley Street Entrance

5.5 mRL

ACZ A

Victoria Street Entrance

6.5 mRL

ACZ-K

Karangahape Station

30 mRL

ACZ-K

Pitt Street Shaft

ACZ-K

Mercury Lane Shaft

30 mRL

ACZ-M

Newton Grade Separation Structure

54 mRL

26.5 mRL

86.

The design tunnel alignment shall not be raised by more than 4m without approval from the Manager.

87.

The Consent Holder shall ensure that the following underground structures are sealed from groundwater ingress following construction:

88.

i.

ACZ A – Aotea Station.

ii.

ACZ N – North Tunnels.

iii.

ACZ K – Pitt Street and Mercury Lane shafts between the ground surface and the top of the unweathered rock.

iv.

ACZ S – South Tunnels excluding Newton Y-Junctions.

v.

ACZ M – Mt Eden Station trench, cut and cover tunnels and Newton Grade Separation Structure.

The Consent Holder shall ensure that: a.

the North and South Tunnels (excluding the Vincent Street, Upper Queen Street and Symonds Street tunnel cross passages and Newton Y-Junctions) are sealed within one month of excavation, and

b.

the three tunnel cross passages are sealed within three years of excavation, unless it is demonstrated by monitoring results submitted to and agreed by Council that potentially adverse effects of settlement will not occur, in which case the tunnel cross passages shall be sealed prior to Completion of Construction.

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89.

After Completion of Construction, with the exception of permanent groundwater drawdown in the vicinity of Aotea Station (perched groundwater), Karangahape Station and the Newton Y-junctions, groundwater levels shall not be reduced by the CRL project below pre-existing seasonal low levels or rise above seasonal high levels measured during pre-construction monitoring in accordance with Condition 105.

90.

The Consent Holder shall ensure that there is no long-term mounding due to damming of groundwater by the proposed rail infrastructure.

Appointment of Independent Building Assessor (IBA) 91.

Prior to the Consent Holder submitting the GSMCP under Condition 97, the Consent Holder shall request that Council engage, at the cost of the Consent Holder, a suitably qualified independent specialist, agreed to by the Consent Holder, to fill the role of Independent Building Assessor (IBA).

The Consent Holder shall acknowledge that the IBA can, at the expense of the Consent Holder, engage other independent specialists, but only in consultation with the Consent Holder.

92.

The IBA required by Condition 91 shall report to the Manager on building damage matters and how these matters may be addressed by the Consent Holder. The IBAâ&#x20AC;&#x2122;s report shall have regard to the following: a.

that site-specific assessments are undertaken to an appropriate level of detail;

b.

monitoring data is collected, interpreted and assessed in regard to limiting effects to avoid Serviceability Damage (refer Table 1);

c.

Alert and Alarm limits; and

d.

any matters referred to in Conditions 109, 115, 124 and 125.

Pre-Dewatering services survey 93.

Prior to the Commencement of Dewatering, and following the identification of potentially affected Services, the Consent Holder shall, in consultation with the relevant service provider, undertake a condition survey of all such Services. This condition does not apply to any Service where written evidence is provided to the Manager that the owner of that Service has confirmed they do not require a condition survey.

94.

The monitoring of any settlement effects on those potentially affected Services shall be in accordance with Conditions 120 and 121.

95.

In the event that the Servicesâ&#x20AC;&#x2122; trigger levels listed in Appendix 2 are breached, the Consent Holder must carry out remedial actions in accordance with Conditions 125 and 128.

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Groundwater and Settlement Monitoring and Contingency Plan (GSMCP) 96.

During construction, the Consent Holder shall implement procedures that will appropriately respond to the information received from the monitoring system, including assessment at each excavation stage of the actual retention and building response against the predictions determined from the detailed design.

97.

The procedures referred to in Condition 96 shall be set out in a GSMCP, prepared and submitted by the Consent Holder at least 20 working days prior to the Commencement of Dewatering, together with a statement from the IBA confirming its adequacy, to the Manager for certification.

98.

The Consent Holder shall request Council’s (The Manager) determination as to whether the GSMCP can be certified in writing within 10 working days of receipt of the GSMCP.

99.

No dewatering on the subject site shall commence until certification from the Manager is provided.

100.

The GSMCP required by Condition 97 shall include the requirements of this resource consent including, but not limited to, the following: a.

An “as built” survey plan of all monitoring locations based on approximate positions located on the plans entitled: •

A02502731, Figure 39, Rev B dated May 2016 and ET Table 7.1 (Appendix 3); and

•

The plans referred to in Appendix 1 and any further building-specific monitoring requirements determined from the detailed pre-construction building condition assessment.

b.

Full details (frequency and scope) of groundwater (including construction logs), ground surface, building, retaining wall, building façade, inclinometer monitoring programme and conditions surveys, and frequency and scope of visual inspections required by this consent;

c.

A bar chart, such as a Gantt chart, showing the timing and frequency of the condition surveys and monitoring required by this consent relative to the Commencement of Dewatering and the Completion of Dewatering;

d.

Groundwater alert triggers, defined as 90% of predicted drawdown below seasonal low groundwater levels;

e.

Details of all alert and alarm triggers (including any necessary horizontal and vertical displacements), the frequency of monitoring and the criteria to cease monitoring for each ground, building and retaining wall deformation marks and inclinometers, extensometers. The alert and alarm triggers shall be an update of the provisional triggers provided on drawings CRL-SYW-RME-000-DRG2640 Rev 4. dated 14 October 2016 and CRL-SYW-RME-000-DRG-2642 Rev 3. dated 11 October 2016;

26

101.

f.

Details of the contingency measures to be implemented if alert or alarm triggers are exceeded, including a Response Plan;

g.

Identification of any adjacent Services susceptible to damage and details of any pre and post construction monitoring or inspection;

h.

Details of monitoring proposed to ensure the effects of any ground settlement adjacent to shafts proposed for the installation of new utilities near Mt Eden Station are adequately monitored;

i.

Details of the monitoring proposed to be undertaken to protect the issued groundwater diversion consents listed below against cumulative settlement effects: i.

Consent No. 45735, 46 Upper Queen Street

ii.

Consent No. 44531, 224 Hobson Street

iii.

Consent 44857, 106 Vincent Street

iv.

Consent No. 45635, 210 Federal Street

v.

Consent No. 44571, 58 Albert Street

vi.

Consent No. 43162, 26 Poynton Terrace

j.

Identification of existing basements which could be subject to potential flooding from post-construction groundwater mounding; details of monitoring of longterm groundwater mounding effects; and details of groundwater drain construction to prevent groundwater mounding; and

k.

The review of the proposed alarm and alert trigger levels in Appendix 2, approved by the IBA, following the pre-construction building condition surveys (required by Condition 109) that confirms they are set to ensure Serviceability Limits will be not be exceeded and whether the monitoring frequency is adequate, possibly requiring further site investigation work where sensitive structures are identified as part of Condition 112.

The GSMCP may be varied, including frequency of monitoring, subject to the certification of the Manager, which is contingent on approval of the IBA. Advice Note: The Manager will endeavour to determine whether the change can be certified, in writing, within 10 working days of submission of the change.

102.

Once certified, the GSMCP shall be implemented for the periods specified in conditions of this consent.

103.

The Consent Holder shall advise the Manager, in writing, of the date of the proposed Commencement of Dewatering.

27

Monitoring - Groundwater 104.

The Consent Holder shall install, maintain and replace if necessary, groundwater monitoring boreholes listed in Appendix 3 of this consent and shown on drawing A02502731, Figure 39, Rev B dated May 2016 (Appendix 3) and ET Table 7.1 (Appendix 3) of this consent, for the period required by the conditions of this consent.

105.

The Consent Holder shall measure and record groundwater levels at the monitoring boreholes specified in drawings and ET Table 7.1 attached to these conditions (Appendix 3) at the frequency specified in Schedule B.

Schedule B: Bore Name

Location

As per list in As per Appendix 3 Plans in Appendix 3

Groundwater level monitoring frequency and duration (to an accuracy of 10mm, calibrated by the instrument supplier)1 From bore construction for at least three months prior to Commencement of Dewatering

Commencement of Dewatering until either six months after the Completion of Dewatering, or until such time following the completion of dewatering that monitoring of settlement and building monitoring marks has ceased under Condition 120.

Weekly

At least three times Weekly1

Note 1: The monitoring frequency and duration may be changed if approved by the Manager.

Any change shall be specified in the GSMCP. 106.

These records, reported in reduced level, shall be compiled and submitted to the Manager at monthly intervals.

107.

The groundwater alert trigger level criteria is listed in Schedule C below for the monitoring boreholes.

Schedule C: Provisional Alert Trigger Level Criteria Alert Trigger Low Level

108.

90% of predicted drawdown response in all units

Where groundwater alert trigger levels are exceeded, as identified from monitoring data obtained pursuant to Condition 105, the Consent Holder shall undertake the actions set out in the certified GSMCP; a.

notify the Manager within 2 working days, advising the trigger exceedance, the risk of settlement causing damage to buildings, and details of the actions taken; and

28

b.

send a copy of the material notified to Council to the relevant building owner.

Building Inspection 109.

Prior to the submission of the GSMCP, the Consent Holder shall employ an independent Senior Qualified Person to undertake, subject to the approval of the property owner, a detailed pre-construction condition survey of all buildings specified in Appendix 2 in order to confirm their existing condition.

The survey and assessment shall include, but not be limited to, the following: a.

any information about the type of foundations;

b.

existing levels of damage considered to be of an aesthetic or superficial nature;

c.

existing levels of damage considered to affect the serviceability of the building where visually apparent and without recourse to intrusive or destructive investigation;

d.

a professional opinion as to whether observed damage may or may not be associated with actual structural damage;

e.

susceptibility of the building or structure to further movement;

f.

specific assessment of building damage with reference to the trigger levels identified in Appendix 2;

g.

review of proposed alarm and alert trigger levels to confirm they are appropriately set; and

h.

photographic evidence of (b) and (c).

110.

Where the Consent Holder is required to access property (including buildings or structures) owned by a third party to undertake monitoring, surveys or inspections and that access is declined or subject to what the Consent Holder considers to be unreasonable terms, the Consent Holder shall notify the Manager of that circumstance, and provide an alternative monitoring plan which includes the matters stated in Condition 100.

111.

Any condition survey undertaken in accordance with Condition109, or any other condition surveys undertaken by the Consent Holder, shall be undertaken as follows: a.

The Senior Qualified Person shall be identified in the CEMP to undertake the condition surveys (see Condition 36);

b.

The Consent Holder shall contact owners of those buildings and structures where a condition survey is to be undertaken to confirm the timing and methodology for undertaking a pre-construction condition survey;

c.

The Consent Holder shall record all contact, correspondence and communication with owners and this shall be available on request for the Manager;

29

d.

The Consent Holder shall provide the building condition survey or structure condition survey report to the relevant property owner and the Manager within 15 working days of the survey being undertaken;

e.

The Consent Holder shall undertake a visual inspection during construction if requested by the building or structure owner where a pre-construction condition survey has been undertaken and monitoring data and observations note any changes from the pre-construction condition survey report.

f.

The Consent Holder shall develop a system of monitoring the condition of existing buildings or structures which is commensurate with the type of the existing building or structure and the proximity of the Project works in order to assess whether or not construction activities are compromising the structural integrity of the building or structure.

112.

Should the pre-construction building condition survey and assessment highlight greater sensitivity of buildings than envisaged by the application, and should this increased sensitivity mean that the Serviceability Limit for the building may be exceeded, then the Consent Holder shall, at its cost, implement additional measures (that may include modifications to the design of the retention systems or further geotechnical investigation.

113.

The Consent Holder shall carry out a visual inspection of the surrounding ground and external building facades of the listed buildings in Appendix 2 adjacent to the tunnel/trench and station alignment to monitor for any deterioration or movement of any pre-existing cracks at a frequency to be specified in the GSMCP.

114.

The Consent Holder shall keep a record of the time, date and any observations for each inspection. This record is to be maintained and submitted to the Manager in accordance with Condition 128.

115.

No earlier than six months after Completion of Dewatering and within six months of Completion of Construction, a detailed condition survey all previously surveyed buildings, structures and water, stormwater and wastewater services, shall be prepared by a suitably qualified engineering professional.

This condition survey report shall address all matters reviewed in the pre-dewatering condition survey. It shall also identify any new damage (if any) that has occurred since the pre-dewatering condition survey was undertaken and include a determination of the cause of any such damage and steps to repair it as provided for in Condition 125.

The requirements of this condition need not be fulfilled for any particular building where the Consent Holder can provide written evidence to the Manager that the current owner of that building has advised they do not require such a condition survey.

30

116.

At the reasonable request of the Manager, the Consent Holder shall, without delay, undertake an additional condition survey of any building within the area defined by the groundwater monitoring, deformation monitoring and modelling undertaken pursuant to the conditions of this consent potentially affected by excavation, for the purpose of checking for damage and follow up with a report of damage to that building.

117.

Subject to Condition 125, the requirement for any such condition survey will cease six months after the Completion of Construction, unless the requirements of Condition 115 have not been met and subject to a consistent pattern of deformation records having been obtained in this period in which no evidence of adverse effects is apparent.

118.

[condition moved to Condition 96]

Ground Surface and Building Monitoring 119.

120.

The Consent Holder shall establish and maintain a settlement monitoring network of ground settlement monitoring marks and building movement monitoring marks to detect any deformation (vertical and/or horizontal movement) for the period required by the conditions of this consent, as follows: a.

The minimum scope of settlement monitoring is shown on the drawings in Appendix 1;

b.

Subject to the ownersâ&#x20AC;&#x2122; approval, at least two sets (minimum of three pins) of building movement monitoring marks shall be located on each building listed in Appendix 2; and

c.

The final location and number of building movement monitoring marks shall take into account the building type and size, accessibility to survey the marks and risk of damage from ground settlement, as determined by requirements of conditions of this consent, and the effects of differential settlement from the predicted settlement contours on the drawings in Appendix 1 as modified by the detailed design and reflected in the GSMCP.

The Consent Holder shall survey and record each ground and building movement mark in accordance with the following Schedule D; and records of the baseline monitoring shall be compiled and submitted to the Manager prior to the Commencement of Dewatering.

31

Schedule D: Ground settlement and building movement monitoring mark measurement Frequency 1 and Duration Monitoring Station name and type

Frequency All settlement marks, PreCommenceme nt of Dewatering (baseline monitoring)

All settlement marks, Commenceme nt of Dewatering to Completion of Dewatering

All ground and building settlement monitoring marks within 50 metres of the excavations during excavation and dewatering

Post-Completion of Dewatering

Postcompletion of constructio n

All settlement and building monitoring 1 mark

Three times to a horizontal and vertical accuracy of +/2mm (achieved by precise levelling)

Monthly

Daily for two weeks and weekly thereafter

Monthly for six months after the completion of dewatering, or until such time following the completion of dewatering that measurements have stabilized.

See Condition 121

Note 1: The monitoring frequency and duration may be changed if approved by the Manager and subsequently specified in the GSMCP.

121.

Where groundwater drainage is proposed at (a)

Karangahape Station;

(b)

Newton Y Junctions; and

(c)

The perched groundwater system at Aotea Station

and consolidation settlement risks are identified at Completion of Construction that could cause building damage, the Consent Holder shall prepare a post construction monitoring plan to be approved by the IBA and certified by the Manager.

The post construction monitoring plan shall specifically address (a)

the potential for delayed consolidation settlement effects resulting from long term groundwater drainage; and

(b)

Monitoring durations and the process for establishing cessation of monitoring.

32

Retaining Wall Monitoring 122.

For the measurement of vertical and lateral wall movement, the Consent Holder shall install retaining wall deflection pins as near to the top of the wall as practicable, with inclinometers installed either in a retaining pile or immediately behind one and extending to the base of the retaining pile for the monitoring of wall deflection.

123.

Monitoring of the retaining wall pins and inclinometers shall be undertaken and recorded in accordance with Schedule E below unless otherwise specified and agreed in the GSMCP:

Schedule E: Frequency Baseline

Active Excavation

Post Excavation

Pre-Commencement of Dewatering

Commencement of Dewatering to one month after Completion of Excavation

One month after Completion of Excavation to Completion of Dewatering

Retaining wall pins

Retaining wall pins

Inclinometer

Retaining wall pins

Inclinometer

Twice to a horizontal and vertical accuracy of +/2mm

Once for every 2 metres depth (on average) of excavation, and, in any case, at a minimum of once weekly.

Once for every 6 metres depth (on average) of excavation, and, in any case, at a minimum of once weekly.

Minimum of three sets of readings at fortnightly intervals

Minimum of three sets of readings at monthly intervals

Contingency

124.

In the event that monitoring of ground or building settlement, differential settlement, or horizontal movement associated with the construction works identifies movement which exceeds the vertical and horizontal movement triggers detailed in Appendix 2 or any revised trigger levels subject of this consent, then the Consent Holder shall instigate the Response Plan detailed in the GSMCP and undertake the following procedures: a.

Notify the Manager and the IBA within 24 hours;

b.

If measurements exceed any of the alert values, then a Senior Qualified Person engaged by the Consent Holder or the Consent Holder’s contractor shall reassess the works constructed up to that time to confirm – •

that works’ progress against the design predictions are within expectations;

33

â&#x20AC;˘

whether additional measures (if any) are required to restrain further increases in movement; and

â&#x20AC;˘

that possible ensuing effects will exceed Serviceability Limits.

Measures (if any) to be implemented, identified in the Response Plan in the GSMCP or as agreed with the IBA, may include an increase in the frequency of monitoring, or additional support measures.

c.

The Senior Qualified Person shall prepare and submit a written report to the Manager, within one week of alert level exceedance, which provides analyses of all monitoring data relating to the exceedance of any of the trigger levels and any actions taken;

d.

If measurements exceed any of the alarm values the Consent Holder shall:

e.

125.

i)

Follow the process identified in Condition 124(b);

ii)

Commission and submit a written report, prepared by the Senior Qualified Person engaged in accordance with Condition 124(b) to the Manager, within one week of alarm level exceedance, which provides analyses of all monitoring data, relating to the exceedance of any of the trigger levels and any recommendations for remedial actions, if required, in order to avoid damage that will affect building Serviceability and which may also allow Completion of Construction; and

iii)

Implement the recommendations of the report. In the instance that the recommendation is to stop work, pursuant to Conditions 124(b) and (d)(ii), the remedial action(s) that have been recommended shall be undertaken before the works recommence.

In relation to alarm level exceedance, the recommendations of the IBA (refer Condition 92), which may include remedial actions up to and including stopping the works, if that is (in the opinion of the IBA) in the best interests of preventing building serviceability damage, shall be implemented by the Consent Holder (unless the building owner(s) request in writing that the construction works are to be completed in accordance with the report prepared under Condition124 (d)(ii).

If any damage to buildings, structures or services is caused wholly or in part by the exercising of this consent, the Consent Holder shall: a.

notify the Manager and the asset owner as soon as practical;

b.

engage a Senior Qualified Person to prepare a report as soon as practical, describing the damage and identifying methods to avoid and mitigate the potential for Serviceability damage and to remedy any damage caused wholly or in part by the exercising of this consent; and provide a copy of the report to the Manager and the asset owner; and

34

c.

thereafter promptly undertake (at the entire cost of the Consent Holder) all necessary repairs to fully remedy the damage caused by the exercise of this consent, with timing to be agreed with the asset owners. “Entire cost” includes all design and consenting costs as well as all construction costs.

This obligation as a condition of the resource consent shall apply to all Damage that is identified during the latest of the periods listed below: i)

Two years after Completion of Dewatering; or

ii)

One year after groundwater levels have stabilised; and

iii)

The completion of post construction monitoring required to be carried out under Condition 121; and

iv)

Six months after any completion of any other works associated with the project which have the potential to cause settlement.

Reporting 126.

The Consent Holder shall advise the Manager, in writing within ten working days of Completion of Dewatering.

127.

The Consent Holder shall advise the Manager, in writing within ten working days of Completion of Construction.

128.

All data collected as required by conditions of this consent from Commencement of Dewatering to completion of monitoring are to be compiled, compared with the relevant trigger levels and submitted to the Manager at two monthly intervals, unless otherwise specified in this consent, setting out the previous results, providing an explanation for any trends and providing a construction progress timeline.

Review Condition – Water Permit R/ REG/2016/1892 129.

The conditions of this consent may be reviewed by the Manager pursuant to Section 128 of the Resource Management Act 1991, by the giving of notice pursuant to Section 129 of the Act, within six months after Commencement of Dewatering and subsequently at intervals of not less than one year thereafter in order to vary the monitoring and reporting requirements, and performance standards in order to take account of information, including the results of previous monitoring and changed environmental knowledge, on: a.

Ground conditions

b.

Aquifer parameters

c.

Groundwater levels and

d.

Ground surface deformation.

Advice Note: Under section 128 of the RMA the conditions of this consent may be reviewed by the Manager at the Consent Holder’s cost in the following circumstances:

35

At any time, if it is found that the information made available to the Council in the application contained inaccuracies which materially influenced the decision and the effects of the exercise of the consent are such that it is necessary to apply more appropriate conditions.

Specific conditions â&#x20AC;&#x201C; discharge permit (contaminated land) R/REG/2016/1895 and land use consent R/LUC/2016/1890 (Contaminated Land and Resource Management (National Environmental Standard for Assessing and Managing Contaminants in Soil to Protect Human Health) Regulations 2011) Duration 130.

Consent R/REG/2016/1895 shall expire 15 years from the grant date, unless it has been surrendered or been cancelled at an earlier date pursuant to the Resource Management Act 1991.

Advice Note: this condition does not apply to R/LUC/2016/1890

Contaminated Soils Management Plan (CSMP) 131.

At least 20 days prior to the commencement of construction (earthworks), the Consent Holder shall provide a Contaminated Soils Management Plan (CSMP) to the Council (Team Leader Central Monitoring) for certification. The CSMP shall be prepared by a Contaminated Land Professional in accordance with the Contaminated Land Management Guidelines, No.1 - Reporting on Contaminated Sites in New Zealand, Ministry for the Environment (revised 2011).

132.

The Consent Holder shall request that Council (Team Leader Central Monitoring) provide a determination to the Consent Holder, in writing, within 10 working days of receipt of the CSMP, whether the CSMP can be certified as per the requirements of the Condition 134.

133.

No earthworks shall commence until a. certification is provided from the Council (Team Leader Central Monitoring) that the CSMP satisfactorily meets the requirements of Schedule 13 (A4) of the ACRP:ALW, and b. all measures identified in that plan as being required to be established prior to the commencement of earthworks have been established.

134.

The CSMP shall address the following matters: a.

The areas within the project site designated for the excavation works, including depths and extent of the proposed works, and an updated map/s showing the land disturbance activity areas

b.

Excavation, management, and disposal procedures for soil, sediment, dust, surface run-off water, perched groundwater, and groundwater, if encountered

c.

Temporary containment, treatment, and testing procedures for any water getting in contact with the contaminated material if the disposal option is to the stormwater system or the marine environment is considered

36

d.

Contingency measures for unexpected discovery of contamination

e.

Proposed sampling and analysis, if applicable; and

f.

Any proposed works summary reporting.

Advice Note: The Council acknowledges that the CSMP is intended to provide flexibility of for the management of the works and contaminant discharge.

Accordingly, the Plan may need to be further updated. Any updates must be limited to the scope of this consent and consistent with the conditions of this consent. If you would like to confirm that any proposed updates are within scope, or have any other queries, please contact the Council (Team Leader Earth and Stream Works, Trees, and Contaminated Land, Natural Resources and Specialist Input) on (09) 301 0101.

135.

The Consent Holder shall notify the Council (Team Leader Central Monitoring) at least two working days prior to any earthworks activity on the site and provide the following details: a.

Name and telephone number of the project manager and the site owner

b.

Site address to which the consents relate

c.

Activity to which the consents relate and

d.

Expected duration of the works.

136.

All disturbance of contaminated and potentially contaminated soil shall be carried out in accordance with the certified CSMP required by Condition 131 and any changes to the plan shall be submitted to the Council (Team Leader Central Monitoring) for certification prior to the change being implemented.

137.

The Consent Holder shall ensure that all disturbance of contaminated soil shall be supervised by a suitably qualified and experienced Contaminated Land Professional, whose responsibilities shall include making sure that the soil management and disposal procedures, the contingency measures outlined in the certified CSMP required by Condition 131, and all relevant consent conditions are adhered to.

138.

The Consent Holder shall ensure that regular inspections of the works area shall be carried out by a suitably qualified and experienced Contaminated Land Professional.

These inspections shall be documented and the relevant records retained and provided to Council (Team Leader Central Monitoring) in the Site Validation Report (SVR) required by Condition 149.

139.

The Consent Holder shall manage all soil disturbance works to minimise any discharge of debris, soil, silt, sediment or sediment-laden water from the subject site to either land, stormwater systems or the receiving marine environment. The implementation of erosion and sediment controls shall be in accordance with the ESCP required by Condition 53.

Advice Note: Measures such as covering the excavations overnight and during heavy rainfall, diverting overland flow around the works area, and appropriate treatment of any water collected in an excavation prior to the disposal may be required to comply with this condition.

37

140. The Consent Holder shall manage all soil disturbance works to avoid the potential for cross-contamination of materials to occur, in particular, movement of contaminated soil around the site and/or deposition of contaminated soil on other parts of the site shall be avoided. Where soils are identified for off-site disposal, they shall be loaded directly for removal, where possible, and all material shall be covered during transportation off site.

141. To minimise the spread of contaminated material, any temporary stockpiles of the excavated contaminated material shall be located within the catchment of erosion and sediment controls for the site. All stockpiles shall be covered with either polythene or an equivalent impermeable material when the site is not being worked and during periods of heavy rain.

142. At all times, dust shall be controlled in accordance with the publication titled Good Practice Guide for Assessing and Managing the Environmental Effects of Dust Emissions, Ministry for the Environment (2001).

143. Excess soil or waste materials removed from the subject site shall be deposited at a disposal site which holds a consent to accept the relevant level or type of contamination.

Advice note: Where it can be demonstrated that the soil has been fully characterised and meets the definition of ‘clean fill’ material in Section J1 of the Auckland Unitary Plan (Operative in Part), the removal of such material to a consented disposal facility is not required. In such circumstances, a record of the location, depth, and volume of the material removed as ‘clean fill’ should be kept for the purpose of being included in the SVR required by Condition 149).

144. The Consent Holder shall implement the procedures for the management, treatment, temporary containment, testing, and disposal of groundwater and surface run-off water via the stormwater system in accordance with the report titled Auckland City Rail Link: Resource Consent Package 2: Aotea Station to North Auckland Line Construction and CRL Operation: Draft Erosion & Sediment Control Management Plan, dated 13 May 2016, prepared by Aurecon New Zealand Limited, and provided with the application.

145. Any perched groundwater, or surface run-off water, encountered within the excavation area requiring removal shall be considered as potentially contaminated, and shall either: a.

be disposed of by a licensed liquid waste contractor; or

b.

pumped to sewer, providing relevant permits are obtained; or

c.

discharged to the stormwater system, provided testing demonstrates compliance with 50 times the Australian and New Zealand Environment Conservation Council (ANZECC) Guidelines for Fresh and Marine Water Quality (2000) for the protection of 95 percent of marine water species, and is free from petroleum hydrocarbons.

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146.

Where contaminants which have not been anticipated by the application are identified, works in the area containing the unexpected contamination shall cease until the contingency measures outlined in the certified CSMP required by Condition 131 have been implemented, and have been notified to the Council (Team Leader Central Monitoring).

Any unexpected contamination encountered during the works and contingency measures implemented shall be documented in the Site Validation Report required by Condition 149.

Advice Note: In accordance with Condition 146, any unexpected contamination may include separate phase hydrocarbons, contaminated soil, perched water or groundwater. The Consent Holder is advised that where unexpected contamination is significantly different in extent and concentration from that anticipated, handling the contamination may be outside the scope of this consent. Advice should be sought from the Council (Team Leader Central Monitoring) prior to carrying out any further work in the area of the unexpected contamination to check this is within the scope of this consent.

147.

All imported fill shall: a.

comply with the definition of of clean fill material in Section J1 of the Auckland Unitary Plan (Operative in Part); and

b.

be solid material of an inert nature; and

c.

not contain hazardous substances or contaminants above recorded natural background levels of the receiving site.

Advice Note: Background contamination levels for the site receiving clean fill can be found in Technical Publication No. 153, Background concentrations of inorganic elements in soils from the Auckland Region, Auckland Regional Council (2001).

148.

All sampling and testing of contamination on the site shall be overseen by a suitably qualified and experienced Contaminated Land Professional. All sampling shall be undertaken in accordance with Contaminated Land Management Guidelines, No.5 â&#x20AC;&#x201C; Site Investigation and Analysis of Soils, Ministry for the Environment (revised 2011).

Advice Note: All testing and analysis should be undertaken in a laboratory with suitable experience and ability to carry out the analysis. For more details on how to confirm the suitability of the laboratory please refer to Contaminated Land Management Guidelines, No.5 â&#x20AC;&#x201C; Part 4: Laboratory Analysis, Ministry for the Environment (revised 2011).

Site Validation Report (SVR) 149.

Within three months of the completion of earthworks on the site, the Consent Holder shall provide a Site Validation Report (SVR) to the Council (Team Leader Central Monitoring). The SVR shall be prepared by a suitably qualified and experienced Contaminated Land Professional in accordance with the Contaminated Land Management Guidelines, No.1 - Reporting on Contaminated Sites in New Zealand, Ministry for the Environment (revised 2011).

39

150.

The SVR required by Condition 149 shall address the following matters: a.

a summary of the works undertaken, including a statement confirming whether the excavation of the site has been completed in accordance with the certified CSMP required by Condition 131;

b.

the location and dimensions of the excavations carried out, including the relevant site plan;

c.

a summary of soil, groundwater, and surface run-off water testing undertaken, if applicable, including tabulated analytical results, and interpretation of the results in the context of the Contaminated Land Rules of the Auckland Unitary Plan (Operative in Part);

d.

copies of the disposal dockets for the contaminated soil and â&#x20AC;&#x2DC;clean fillâ&#x20AC;&#x2122; material removed from the site;

e.

records of any unexpected contamination encountered during the works and contingency measures undertaken, if applicable;

f.

details regarding any complaints and/or breaches of the procedures set out in the certified CSMP required by Condition 131 and the conditions of this consent;

g.

results of testing, if required, of any spoil disposed offsite; and

h.

results of testing of any imported fill material to ensure compliance with the definition of clean fill material in Section J1 of the Auckland Unitary Plan (Operative in Part).

Specific conditions â&#x20AC;&#x201C; discharge permit (other) R/REG/2016/1896 and discharge permit (ITA) R/REG/2016/1898 (CONSTRUCTION) 151.

This consent shall expire 15 years after the consent commences unless it has been surrendered or been cancelled at an earlier date pursuant to the Resource Management Act 1991.

Baseline Receiving Environment Monitoring 152.

Prior to the commencement of construction, the Consent Holder shall undertake baseline monitoring of water quality and freshwater ecology in Motions Creek. The monitoring shall be undertaken to identify the pre-construction condition of Motions Creek against which to measure construction effects and possible remedial or mitigation measures if required.

153.

At least 20 working days prior to any baseline monitoring commencing, the Consent Holder shall submit a programme for the baseline monitoring as required by Condition 152 to the Council (Team Leader Central Monitoring) for certification. The programme shall include, but not be limited to: a.

Sampling locations (at Auckland Council flow monitoring site);

b.

Methods and procedures for water quality (minimum bi-monthly samples for a 12 month period) and freshwater ecology sampling; 40

c.

d.

Water quality monitoring parameters for analysis, which shall include: •

pH

•

Total Suspended Solids

g/m3

•

Total recoverable copper

g/m3

•

Dissolved copper

g/m3

•

Total recoverable zinc

g/m3

•

Dissolved zinc

g/m3

•

Ammoniacal nitrogen

g/m3

•

Nitrate nitrogen

g/m3

•

Nitrite nitrogen

g/m3

•

Total nitrogen

g/m3

•

Dissolved reactive phosphorus

g/m3

Ecological monitoring, which shall include: •

Algal (periphyton) and macrophyte growth

•

Macroinvertebrate assessment.

Baseline Receiving Environment Reporting 154.

The Consent Holder shall provide to the Council (Team Leader – Central Monitoring) the results of the baseline monitoring undertaken in accordance with Conditions 152 and 153 within 60 working days of the final baseline monitoring being undertaken.

155.

As part of the results required by Condition 153, the Consent Holder shall provide a programme for ongoing monitoring of Meola Creek, following the commencement of construction, including the reporting of results. The same testing regime and approach as set out in baseline monitoring conditions shall be used unless otherwise agreed between the Consent Holder and the Council.

Pre-Commencement of construction support areas and zones 156.

The Consent Holder shall notify the Council (Team Leader – Central Monitoring) in writing at least 10 working days prior to the commencement of construction of each CSA or ACZ.

157.

The CSAs shall be generally confined to the area and boundaries shown on plans CRL-SYE-RME-000-DRG-2001, Rev 1.0 dated 13/05/2016 and 2002, Rev 1 dated 13/05/2016 and 2003, Rev 1 dated 13/05/2016 and 2004, Rev 1 dated 13/05/2016 and 2005, Rev 1 dated 13/05/2016 and 2006, and Rev 1 dated 13/05/2016 and submitted as part of the application.

41

158.

In the event that material modifications to the CSA boundaries are required, the following information shall be provided: a.

Plans and drawings outlining the details of the modifications; and

b.

Supporting information that confirms how the proposal does not affect the stormwater management system;

This information shall be to the satisfaction of the Council (Team Leader Central Monitoring) and be made available at the preconstruction meeting required by Condition 34.

Site Management (ACZ and CSAs) 159.

At least 20 working days prior to the commencement of construction, a final Industrial and Trade Activities Environmental Management Plan (EMP) shall be submitted to the Council (Team Leader Central Monitoring) for certification.

160.

The Consent Holder shall request the Councilâ&#x20AC;&#x2122;s (Team Leader Central Monitoring) determination as to whether the EMP can be certified, in writing, within 10 working days following receipt of the EMP.

161.

The EMP shall be prepared by a Senior Qualified Person and shall include, but not be limited to, the following: a.

identification of the specific activities conducted on the site;

b.

the identification of potential contaminants associated with these activities;

c.

methods used to prevent identified contaminants contacting stormwater runoff as far as practicable and methods to manage environmental risks from site activities;

d.

an Emergency Spill Response Plan (which includes the provision that all spills over 20 litres, or any spill of Environmentally Hazardous Substances that has entered the stormwater system, a water-body or has contacted unsealed ground, shall be reported immediately to the Auckland Councilâ&#x20AC;&#x2122;s 24 Hour Pollution Hotline (09-377-3107));

e.

an up-to-date and accurate site drainage plan showing the location of all site catch pits and the final discharge point(s) of the site stormwater system;

f.

an appropriate auditing programme to ensure all components of the siteâ&#x20AC;&#x2122;s EMP are implemented;

g.

methods for providing and recording staff training; and

h.

a monitoring programme as outlined in Conditions 173 and 174.

162.

The Consent Holder shall ensure that the CSAs and ACZs are operated and managed in accordance with the certified EMP to ensure the risks from the site are managed appropriately.

163.

The Consent Holder shall ensure that a copy of the Council certified EMP is kept on site and accessible at all times.

42

164.

Following any change to the EMP, the Consent Holder shall submit details of the change to the Council (Team Leader Central Monitoring) for certification and shall request Councilâ&#x20AC;&#x2122;s (Team Leader Central Monitoring) determination as to whether the change can be certified in writing within 10 working days of submission of the change.

No activity reliant upon a change to the EMP pursuant to Condition 164 can be undertaken until the change has been certified.

165.

The EMP shall be reviewed and updated annually from the date of granting of this consent, to ensure all components of the EMP remain relevant.

Structural Controls 166.

167.

168.

The Industrial Trade and Activity area for each of the Construction Support Areas shall not exceed the following: CSA

Exposed Area not to exceed (m2)

1

25,000

2

9,000

3

9,000

4

36,000

5

6,500

In the event that any CSA requires an increase in area, the following information shall be provided to the Team Leader â&#x20AC;&#x201C; Central Monitoring whose certification shall be requested prior to implementation: a.

Plans and drawings outlining the details of the modifications; and

b.

Supporting information that confirms how the proposal does not affect the capacity or performance of the existing structural and procedural controls.

The Consent Holder shall ensure that the following structural controls are constructed for the following catchment areas and design standards and they are completed prior to discharges commencing from the site: Works/controls

Device catchment area

Design requirements

2 x Settlement Tanks Activity area of grout Settlement Tanks sizing to be based on located on CSA 4 plant (400m2), and 2% of the contributing catchment segment storage yard (2660m2) on CSA 4

43

Inlet protection measures

On all catch pits within Design in accordance with Auckland CSA areas Council Best Management Practice: Catch pit Protection Area (AC 2011).

2 x Settlement Tanks All Active Construction Settlement Tank sizing to be based on located in CSA 1, CSA Zone (ACZ) 2% of the contributing catchment 2, CSA 3, CSA 4 and CSA 5

Bunding of Environmentally Hazardous Substances

169.

As required

110% largest container

In the event that any minor modifications to the structural system are required, the following information shall be provided to the Team Leader â&#x20AC;&#x201C; Central Monitoring whose certification shall be requested prior to implementation: a.

Plans and drawings outlining the details of the modifications; and

b.

Supporting information that confirms how the proposal does not affect the capacity or performance of stormwater management system.

Certification of structural controls 170.

Within 30 days of implementation, As-Built certification and plans of the stormwater management works, certified (signed) by a suitably qualified registered surveyor or a Chartered Professional Engineer as a true record of the stormwater management system, shall be provided to the Team Leader â&#x20AC;&#x201C; Central Monitoring.

171.

The As-Built plans shall include, but not be limited to: a.

The surveyed location (to the nearest 0.1m) of the discharge points, with coordinates expressed in terms of NZTM and LINZ datum;

b.

Location, dimensions and levels of any major overland flow paths including cross sections and long sections;

c.

Plans and cross sections of all stormwater management devices, including confirmation of the Water Quality Volume, storage volumes and levels of any outflow control structure

d.

Documentation of any discrepancies between the design plans and the As-Built plans.

44

172.

A meeting shall be held on site after the implementation of structural controls and the provision of As-Built documentation, and prior to the commencement of construction activities at each of the CSA/ACZs. The meeting shall include representation from the Team Leader Central Monitoring and the site stormwater engineer/contractors who have undertaken the work and shall confirm compliance with the relevant consent conditions.

Discharge monitoring: 173.

Within 30 days of the installation of the water treatment systems, and prior to operation, the Consent Holder shall develop and submit to the Council (Team Leader Central Monitoring) for certification a discharge monitoring programme.

174.

The water quality monitoring programme shall include, but not be limited to: a.

Sampling locations (to include the final discharge from the treatment system located in CSA 1, CSA 2, CSA 3, CSA 5 and CSA 4);

b.

Methods and procedures for discharge sampling; and

c.

Monitoring parameters for analysis, which shall include: Daily •

Water clarity (black disc)

cm

•

Turbidity

(NTU)

•

pH

Weekly (in addition to the above) •

Total Suspended Solids

g/m3

•

Total recoverable copper

g/m3

•

Dissolved copper

g/m3

•

Total recoverable zinc

g/m3

•

Dissolved zinc

g/m3

•

Total petroleum hydrocarbons g/m3

•

Ammoniacal nitrogen*

g/m3

•

Nitrate nitrogen*

g/m3

*only in discharge from treatment systems in CSA 3 and CSA 4

175.

d.

identified trigger levels for each of the above parameters. These trigger levels shall be developed with reference to the ANZECC Guidelines for water quality where applicable; and

e.

the methods and procedures for investigating and reporting stormwater discharge monitoring results to the Council (Team Leader Central Monitoring).

The discharge monitoring programme shall be implemented upon completion of works set out in Condition 168.

45

176.

Within five working days of receipt of sample results showing contaminants exceeding the agreed trigger levels in Condition 174(d): a.

An investigation shall be undertaken to determine why exceedances were detected and to identify any additional source controls or treatment required; and

b.

The results of the investigation shall be reported to the Council (Team Leader Central Monitoring).

Discharge Reporting Requirements 177.

Within eight weeks following the start of the monitoring required by Condition 173 a monitoring report shall be submitted to the Council (Team Leader Central Monitoring). The monitoring report shall include, but not be limited to, the following: a.

a summary of the monitoring results to date;

b.

an interpretation of those results and suggestions for improvement to the site operations;

c.

a programme for ongoing monitoring including the reporting of results; and

d.

a programme for the ongoing maintenance of the discharge water management and treatment system.

178.

For the duration of the construction stages of the Project, the Consent Holder shall forward a report annually from the date of granting of this consent to the Council (Team Leader Central Monitoring) evaluating the siteâ&#x20AC;&#x2122;s environmental performance for the year to date.

179.

The Annual Report required by Condition 178 shall include but not be limited to: a.

all aspects of the performance of the EMP relating to this consent;

b.

a summary of all revisions and revised sections of the EMP;

c.

details of all inspections and maintenance of the stormwater system for the preceding 12 months;

d.

details of and changes to the person(s) or body responsible for the maintenance of site and the organisational structure supporting this process;

e.

results and analysis of the preceding 12 months of stormwater monitoring, along with an interpretation of those results and suggestions for improvement to the site operations; and

f.

records of any spills or incidents which occurred within the previous 12 months and the response which was undertaken.

Specific conditions â&#x20AC;&#x201C; discharge permit (other) R/REG/2016/2038 (OPERATIONAL) Advice note: Should the Consent Holder obtain approval for the discharge of operational wastewater to the trade waste system, this consent can be surrendered or cancelled.

46

180.

This consent shall expire 35 years after the consent commences unless it has been surrendered or been cancelled at an earlier date pursuant to the Resource Management Act 1991.

Dewatering Treatment devices 181.

The treatment device/s for the removal of contaminants of concern from tunnel water discharge shall be constructed for the operational tunnel ground water seepage catchment area/s, and design requirements shall be completed in accordance with design guidelines to meet baseline monitoring levels in Condition 187(d).

182.

At least 20 working days prior to the installation of treatment devices required by Condition 181, the Consent Holder shall submit detailed designs, including relevant drawings, cross sections, plans and calculations to the Team Leader â&#x20AC;&#x201C; Central Monitoring for certification at the same time as the application for Engineering Plan Approval.

As-Built Plans 183.

Within 30 days of practical completion of the treatment device works, As-Built plans, which are certified (signed) by a Chartered Professional Engineer as a true record of the stormwater management system, shall be provided to the Team Leader - Central Monitoring.

184.

The certified As-Built Plans shall also be provided to the Team Leader â&#x20AC;&#x201C; Central Monitoring 5 days prior to the post-construction meeting required by Condition 205.

185.

The As-Built plans shall display the entirety of the stormwater management system, and shall include: a.

the surveyed location (to the nearest 0.1m) and level (to the nearest 0.01m) of the discharge points to the stormwater system with co-ordinates expressed in terms of NZTM and LINZ datum;

b.

plans and cross sections of all treatment devices, including confirmation of the Water Quality Volume, storage volumes and levels of any outflow control structure; and

c.

documentation of any discrepancies between the design plans and the As-Built plans approved by the modifications approval referred to in Condition 202.

Discharge Monitoring 186.

Prior to operation of the CRL, the Consent Holder shall develop and submit a discharge monitoring programme to the Council (Team Leader Central Monitoring) for certification.

The monitoring programme shall include start up monitoring for the first month of operation of the treatment system, and regular on-going monitoring.

187.

The discharge monitoring programme shall include, but not be limited to:

47

a.

Sampling locations (to include samples of water from the main station sumps (untreated water), and the final discharge from the treatment system (treated water) at each station);

b.

Methods, frequency and procedures for discharge sampling

c.

Monitoring parameters for analysis, which shall include: •

pH

•

Turbidity

NTU

•

Total Suspended Solids

g/m3

•

Total recoverable copper

g/m3

•

Dissolved copper

g/m3

•

Total recoverable zinc

g/m3

•

Dissolved zinc

g/m3

•

Total petroleum hydrocarbons

g/m3

d.

Identified trigger levels for each of the above parameters in the final discharge, developed with reference to the ANZECC Guidelines for water quality where applicable; and

e.

The methods and procedures for investigating and reporting discharge monitoring results to the Council (Team Leader Central Monitoring).

188.

The discharge monitoring programme shall be implemented for the duration of the discharge of operational tunnel groundwater seepage.

189.

Within five working days of receipt of sample results showing contaminants exceeding the agreed trigger levels: a.

An investigation shall be undertaken to determine why exceedances were detected and to identify any additional source controls or treatment required;

b.

Methods will be implemented to meet trigger levels, and the timing for their implementation shall be noted; and

c.

The results of the investigation shall be reported to the Council (Team Leader Central Monitoring).

Start-up Reporting 190.

A monitoring report shall be submitted to the Council (Team Leader Central Monitoring) following the completion of the first month of sampling. The monitoring report shall include, but not be limited to the following: a.

A summary of the first months monitoring results (10 samples);

b.

An interpretation of those results and suggestions for improvement of the treatment system as required; and

c.

Confirmation of the programme for regular on-going monitoring.

48

Operation and Maintenance Plan 191.

The Consent Holder shall submit an Operation and Maintenance Plan to the Team Leader - Central Monitoring for certification, 5 days prior to the post-construction meeting referred to in Condition 205.

The Plan shall include: a.

details of who will hold responsibility for long-term maintenance of the stormwater management system and the organisational structure which will support this process;

b.

a programme for regular maintenance and inspection of the stormwater management system;

c.

a programme for the collection and disposal of debris and sediment collected by the stormwater management devices or practices;

d.

a programme for post storm inspection and maintenance; and

e.

general inspection checklists for all aspects of the treatment system, including visual checks.

192.

The stormwater management system shall be managed in accordance with the approved certified Operation and Maintenance Plan.

193.

Any amendments or alterations to the Operation and Maintenance Plan shall be submitted to, and certified by the Team Leader â&#x20AC;&#x201C; Central Monitoring, in writing prior to implementation.

Routine monitoring 194.

The Consent Holder shall submit an annual monitoring report to the Council (Team Leader Central Monitoring).

The monitoring report shall include, but not be limited to the following: a.

A summary of the monitoring results for the previous year;

b.

An interpretation of those results and suggestions for improvement/s to the treatment system if relevant; and

c.

A programme for the on-going maintenance of the discharge treatment system.

Stormwater diversion and discharge (related to works at the Mount Eden end) Advice note: these conditions relate to stormwater management works at the Mount Eden end of the project. The conditions do not relate to any of the specific consents authorised 195.

[Blank]

49

Stormwater drainage system design 196.

The Consent Holder shall ensure that the design of stormwater drainage systems does not result in any increase in flooding beyond the pre-development scenario within the immediate adjacent areas of the Project footprint and the downstream receiving environment.

Stormwater management works

197.

The following stormwater management works shall be constructed for the following catchment areas and design requirements, and shall be completed prior to construction of any barriers (e.g., earth bunds or retaining structures along the edge of the rail corridor) that would modify existing overland flow paths: Works to be undertaken

Catchment location

Design requirement(s)

Additional pipe capacity, OLFP

Fenton street

Underground drainage

Shaddock Street

Inlet upgrade, scruffy domes

West of Mt Eden Road

Capacity for 10 year ARI, reducing flooding up to 100 year ARI, provision for OLFP for flows in excess of the 100 year, and designed to meet at least 50% blockage

Sump and superpits

Water Street

Megapits, inlet, connections to existing network

Normanby Road

Super pit

Boston Road

New inlets, underground drainage

Rail Corridor

198.

The stormwater management works shall be installed in general accordance with those listed in Condition 197, unless otherwise approved by Council (Team Leader Central Monitoring).

199.

If changes to the Stormwater management works in Condition 197 are requested, the Consent Holder must provide details of flood modelling, and alternative mitigation measures, including how these have been selected and will be managed, to the Healthy Waters Department (see Condition 202).

50

Detailed Design Guidelines 200.

The Consent Holder shall ensure that all stormwater management devices, as required to achieve Condition 196, are designed in accordance with Auckland Council Technical Publication 10 (TP10).

201.

The Consent Holder shall ensure that the detailed designs, including drawings, plans and calculations for the stormwater management devices required to achieve Condition 196 are submitted to Council (Team Leader Central Monitoring) for certification at the time of application for Engineering Plan Approval and in any event, at least 30 days prior to construction of the proposed stormwater works.

Modifications approval 202.

In the event that any modifications to the stormwater management system design implemented under Conditions 196 and 197 of this consent are required, the following information shall be provided: â&#x20AC;˘

Plans and drawings outlining the details of the modifications; and

â&#x20AC;˘

Supporting information that confirms compliance with the performance standards of Conditions 196 and 197.

All information shall be submitted to, and approved by the Team Leader â&#x20AC;&#x201C; Central Monitoring, prior to implementation.

Advice Note: All proposed changes should be discussed with the Team Leader Central Monitoring, prior to implementation. Any changes to the proposal which will affect the capacity or performance of the stormwater management system may require an application to Council pursuant to Section 127 of the RMA. An example of a minor modification within the scope of this consent could be a change to the location of a pipe or slight changes to the site layout but if there is a change of device type (even proprietary), the consent may have to be varied under section 127.

Pre-construction meeting 203.

A pre-construction meeting shall be held by the Consent Holder prior to commencement of the construction of any stormwater devices onsite, and must: a.

be arranged five working days prior to initiation of the construction of any stormwater devices on the site;

b.

be located on the subject area;

c.

include representation from the Team Leader - Central Monitoring; and

d.

include representation from the site stormwater engineer [or] contractors who will undertake the works and any other relevant parties.

Advice Note: To arrange the pre-construction meeting required by this consent, please contact the Team Leader - Central Monitoring [monitoring@aucklandcouncil.govt.nz].

51

Information required for Pre-construction meeting 204.

The following information shall be made available prior to, or at the pre-construction meeting: a.

timeframes for key stages of the works authorised under this consent;

b.

erosion and sediment control measures during construction activities;

c.

contact details of the site contractor and site stormwater engineer; and

d.

construction plans approved signed or stamped by an Auckland Council Development Engineer.

Post-construction meeting 205.

A post-construction meeting shall be held by the Consent Holder, within 20 working days of completion of the stormwater management works, that: a.

is located on the subject area;

b.

includes representation from the Team Leader - Central Monitoring; and

c.

includes representation from the site stormwater engineer or contractors who have undertaken the works.

Certification of stormwater management works (As-Built Plans) 206.

As-Built certification and plans of the stormwater management works, which are certified (signed) by a Chartered Professional Engineer as a true record of the stormwater management system, shall be provided to the Team Leader - Central Monitoring for approval, 5 days prior to the post-construction meeting required by this consent.

207.

The As-Built plans shall display the entirety of the stormwater management system, and shall include: a.

the surveyed location (to the nearest 0.1m) and level (to the nearest 0.01m) of the discharge structure, with co-ordinates expressed in terms of NZTM and LINZ datum;

b.

location, dimensions and levels of any overland flow paths including cross sections and long sections;

c.

plans and cross sections of all stormwater management devices, including confirmation of the Water Quality Volume, storage volumes and levels of any outflow control structure; and

d.

documentation of any discrepancies between the design plans and the As-Built plans approved by the modifications approval process of Condition 202.

52

Operation and Maintenance Plan 208.

An Operation and Maintenance Plan shall be provided to the Team Leader - Central Monitoring for certification 5 days prior to the post-construction meeting required by this consent and shall set out how the stormwater management system is to be operated and maintained to ensure that adverse environmental effects are minimised.

The plan shall include: a.

details of who will hold responsibility for long-term maintenance of the stormwater management system and the organisational structure which will support this process;

b.

a programme for regular maintenance and inspection of the stormwater management system;

c.

a programme for the collection and disposal of debris and sediment collected by the stormwater management devices or practices;

d.

a programme for post storm inspection and maintenance;

e.

general inspection checklists for all aspects of the stormwater management system, including visual checks; and

f.

a programme for inspection and maintenance of any vegetation associated with the stormwater management devices.

209.

The stormwater management system shall be managed in accordance with the approved Operation and Maintenance Plan.

210.

The Operation and Maintenance Plan shall be updated and submitted to the Team Leader â&#x20AC;&#x201C; Central Monitoring upon request.

Capture and diversion of stormwater 211.

Roading, kerbs and channels constructed across overland flow paths shall be set at a level that maximises the capture of water by road cesspits. Other than at designated overland flow paths, driveway crossings shall be constructed in order to minimise the overflow of water from the road into private properties.

212.

For stormwater flows in excess of the capacity of the primary drainage systems, overland flow paths shall be provided and maintained to allow surplus stormwater from critical storms (up to the 100 year ARI event), to discharge with the minimum of nuisance and damage.

213.

Overland flow paths and secondary flow paths shall be kept free of all obstructions, including buildings and solid fences.

Maintenance Report 214.

The Consent Holder shall maintain a record of the details of all inspections and maintenance for the stormwater management system, for the preceding three years.

215.

A copy of the records referred to in Condition 214 shall be provided to the Team Leader - Central Monitoring in a maintenance report on request.

53

Contents of Maintenance Report 216. The maintenance report shall include the following information: a.

details of who is responsible for maintenance of the stormwater management system and the organisational structure supporting this process;

b.

details of any maintenance undertaken; and

c.

details of any inspections completed.

Specific conditions â&#x20AC;&#x201C; discharge permit (air â&#x20AC;&#x201C; construction) R/REG/2016/1899 217.

This resource consent shall expire 15 years after the consent commences unless it has been surrendered or been cancelled at an earlier date pursuant to the RMA.

218.

The Consent Holder shall ensure that all processes on the Project work site shall be implemented, operated, maintained, supervised, monitored and controlled so that any emissions authorised by this consent are maintained at the minimum practicable level.

219.

Unless provided for by Condition 220, there shall be no dust or odour beyond the boundary of the Project work site caused as a result of on-site processes which, in the opinion of Council, is noxious, offensive or objectionable.

220.

Any noxious, offensive or objectionable dust or odour beyond the boundary of the Project work site caused as a result of construction and earthworks activities associated with the Project shall be mitigated as soon as practicable in accordance with the requirements of the certified Air Quality Management Plan as required by Condition 222.

221.

The Consent Holder shall ensure that beyond the boundary of the Project worksite, there shall be no hazardous air pollutant caused as a result of construction and earthworks activities associated with the Project that causes, or is likely to cause, adverse effects on human health, environment or property.

Air Quality Management Plan (AQMP) 222.

The Consent Holder shall review the draft Air Quality Management Plan â&#x20AC;&#x201C; Aotea Station to North Auckland Line dated May 2016, and submit to Council (Team Leader Central Monitoring) a final AQMP/s which is generally consistent with the draft AQMP provided in support of the application.

223.

The final AQMP/s shall be prepared by a Senior Qualified Person, provided to the Council (Team Leader Central Monitoring) for certification at least 20 working days prior to the commencement of construction and shall include: a.

a clear identification of the type and location of the controls proposed;

b.

a detailed framework for the management, mitigation and monitoring of construction and earthworks activities associated with the Project;

c.

a focus principally on the sources of dust discharges, and

54

d.

224.

an assessment of the risk of discharges from each ACZ and the associated CSA.

The final AQMP/s shall also provide detailed methods including, but not limited to, the following matters: a.

methods to ensure exposed surfaces remain dampened to minimise dust emissions (possible examples include a water spray system or other suitable system, water carts and other suppression methods);

b.

ensuring a 20 km/hr vehicle speed limit within the ACZs and CSAs;

c.

operation of wheel washes;

d.

regular sweeping of public roads around the exit points of ACZs and CSAs and sealed vehicle accessways within these areas;

e.

measures for supressing dust from any temporary stock piles (demonstrating how they are to be limited to no more than 24 mÂł of uncovered spoil at any one time in each ACZ);

f.

measures for the handling of cement associated with the forming of cement stabilised columns, including filter systems and high level alarms where a silo is used;

g.

covering of loads of material being delivered and removed from the site;

h.

instrument monitoring of dust concentrations (including identification of a monitoring methodology, monitoring network and appropriate alert thresholds) to ensure that any significant dust effects arising from the ACZs or CSAs are identified and remedied as soon as practicable throughout the Project;

i.

the locations of instrument dust monitoring sites, including at least three re-locatable and/or fixed monitors to be associated with each of ACZs A, K and M, and the duration of this monitoring;

j.

measures for responding to continuous instrument dust monitoring trigger alarms, including contingency measures to reduce measured concentrations below the trigger thresholds and provisions for responding after standard operating hours;

k.

measures for undertaking meteorological observations and visual inspections of dust or other air discharges from the Project, to be completed at least on a daily basis, with all relevant information logged; and

l.

information regarding complaint logging, investigation and response procedures, training and roles and responsibilities.

The Team Leader Central Monitoring shall be requested to respond to the AQMP/s with any suggested changes within 10 working days from receipt of the AQMP; otherwise the AQMP may be considered by the Consent Holder to be certified by the Council.

55

225.

Any change to the AQMP/ shall be submitted to the Council (Team Leader Central Monitoring) for certification. No activity reliant upon a change to the AQMP can be undertaken until the change has been certified.

The Team Leader Central Monitoring shall be requested to respond to the proposed change within 10 working days from receipt of the change; otherwise the AQMP may be considered by the Consent Holder to be certified by the Council.

226.

All works shall be undertaken in accordance with the certified AQMP/s.

Monitoring Requirements 227.

Prior to the commencement of construction, and for the duration of excavation and construction associated with the Project which have the potential for significant dust emissions, the Consent Holder shall install, operate and maintain continuous dust monitoring undertaken using mobile instruments for the purposes of monitoring Total Suspended Particulates (TSP).

The locations, durations and methods of TSP monitoring at each of ACZs A, K and M shall be in accordance with the details in the certified AQMP(s) required by Condition 222.

228.

The dust monitoring instruments shall be fitted with an alarm system that sends a warning to the responsible person identified by the AQMP/s when dust concentrations exceed alert levels specified by the certified AQMP/s.

The Consent Holder shall ensure that the responsible person, or other nominated person, is available at all times to take immediate action to reduce dust emissions from the site.

Specific conditions â&#x20AC;&#x201C; discharge permit (air â&#x20AC;&#x201C; operational) R/REG/2016/1900 229.

This consent shall expire 35 years after the consent commences unless it has lapsed, been surrendered or been cancelled at an earlier date pursuant to the Resource Management Act 1991 (RMA).

Limit Conditions 230.

All processes within the CRL operations areas shall be operated, maintained, supervised, monitored and controlled to ensure that emissions authorised by this consent are maintained at the minimum practicable level.

231.

Beyond the boundary of the CRL operations, there shall be no dust and/or odour caused by discharges from the tunnels which, in the opinion of an enforcement officer, is noxious, offensive or objectionable.

232.

No discharges from any activity from the CRL operations shall give rise to visible emissions, other than water vapour and clean steam, to an extent which, in the opinion of an enforcement officer, the discharges are noxious, dangerous, offensive or objectionable.

56

233.

Except as authorised by this consent, beyond the boundary of the CRL operations, there shall be no hazardous air pollutant, caused by discharges from the CRL operations, which is present at a concentration that causes, or is likely to cause adverse effects to human health, the environment or property.

234.

Only electric-powered locomotives shall operate within the CRL rail tunnels, with the exception of any vehicles associated with construction or maintenance activities.

Process Conditions 235.

At least 20 working days prior to the commencement of the operation of the CRL, the Consent Holder shall prepare and submit to the Council (Team Leader Central Monitoring) for certification procedures that address the cleaning of the rail tunnels and tunnel vents to minimise the build-up of particulate matter.

These procedures may form part of an operations and maintenance plan, or equivalent.

The Team Leader Central Monitoring shall be requested to respond to the proposed procedures with any suggested changes within 10 working days from receipt of the procedures; otherwise the procedures shall be considered to be certified by the Council.

236.

Cleaning of the rail tunnels and tunnel vents shall be undertaken in accordance with the plan certified in accordance with Condition 235 so that discharges of particulate from the vents are minimised in accordance with Condition 230.

Reporting Conditions 237.

The Consent Holder shall notify the Team Leader Central Monitoring as soon as practicable in the event of any significant discharge to air, which results, or has the potential to result, in a breach of these conditions.

238.

The Consent Holder shall record all air quality complaints that are received including: a.

The date, time, location and nature of the complaint;

b.

The name, phone number and address of the complainant, unless the complainant elects not to supply these details;

c.

Any remedial actions undertaken; and

d.

The response provided to the person making the complaint.

Details of any complaints received shall be provided to the Council (Team Leader Central Monitoring) within one working day of receipt of the complaint.

Review Condition 239.

The conditions of this consent may be reviewed by the Team Leader Central Monitoring pursuant to section 128 of the RMA, by the giving of notice in accordance with section 129 of the RMA, in October 2017 and annually thereafter in order to:

57

a.

Deal with any significant adverse effect on the environment arising from the exercise of the consent that was not foreseen at the time that the application was considered;

b.

Consider the adequacy of conditions that prevent nuisance beyond the boundary of the site, particularly if complaints have been received on a frequent basis and have been validated by an enforcement officer;

c.

Consider developments in emission control technology and management practices that would enable the Best Practicable Option in reducing discharges to air; or

d.

To take into account any act of parliament, regulation, national policy statement or relevant regional plan that relates to limiting, recording or reducing emissions authorised by this consent.

Advice notes 1.

Any reference to number of days within this decision refers to working days as defined in s2 of the RMA.

2.

For more information on the resource consent process with Auckland Council see the councilâ&#x20AC;&#x2122;s website www.aucklandcouncil.govt.nz. General information on resource consents, including making an application to vary or cancel consent conditions can be found on the Ministry for the Environmentâ&#x20AC;&#x2122;s website: www.mfe.govt.nz.

3.

If you disagree with any of the above conditions, or disagree with the additional charges relating to the processing of the application, you have a right of objection pursuant to sections 357A or 357B of the Resource Management Act 1991. Any objection must be made in writing to the council within 15 working days of notification of the decision.

4.

The Consent Holder is responsible for obtaining all other necessary consents, permits, and licences, including those under the Building Act 2004, and the Heritage New Zealand Pouhere Taonga Act 2014. This consent does not remove the need to comply with all other applicable Acts (including the Property Law Act 2007 and the Health and Safety at Work Act 2015), regulations, relevant Bylaws, and rules of law.

This consent does not constitute building consent approval. Please check whether a building consent is required under the Building Act 2004.

5.

The Consent Holder shall be advised that any works, structures (including groundanchors) or access required to facilitate the excavations/retaining/foundation construction both permanent and temporary on adjacent properties or land may require the written consent of the effected property owner to be submitted with building and/or resource consent application(s). For more advice the Consent Holder shall contact Auckland Council town planning and building control help desks.

6.

The Resource Consent Holder is advised that the date of the commencement of this consent will be as determined by Section 116 of the RMA, unless a later date is stated as a condition of consent. The provisions of Section 116 of the RMA are summarised in the covering letter issued with this consent.

7.

The Resource Consent Holder is advised that, pursuant to Section 126 of the RMA, if this resource consent has been exercised, but is not subsequently exercised for a continuous period of five years, the consent may be cancelled by the AC unless other criteria contained within Section 126 are met.

58

8.

The Consent Holder is advised that the quality of the pumped groundwater that is to be discharged to the stormwater system or indirectly to stream meets the ANZECC (2000) guidelines for the protection of 95% freshwater species.

59

APPENDIX 1:

Total Ground Settlement Contours and Monitoring Station Locations

CRL-SYW-RME-000-DRG-2610, Rev 3.0, dated 14/10/2016 CRL-SYW-RME-000-DRG-2611, Rev 3.0, dated 14/10/2016 CRL-SYW-RME-000-DRG-2612, Rev 3.0, dated 30/09/2016 CRL-SYW-RME-000-DRG-2613, Rev 4.0, dated 14/10/2016 CRL-PAT-RME-000-DRG-2614, Rev 1.0, dated 13/5/2016 CRL-PAT-RME-000-DRG-2615, Rev 1.0, dated 13/5/2016

60

APPENDIX 2: Provisional Building and Structures and Services Trigger Levels and Buildings requiring Detailed Pre-Condition Survey CRL-SYW-RME-000-DRG-2640, Rev 4.0, dated 14/10/16 CRL-SYW-RME-000-DRG-2642, Rev 3.0, dated 11/10/16

61

APPENDIX 3:

Groundwater Monitoring Bores

PDP A02502731, Figure 39, Rev B, dated May 2016 and Earthtech Consulting Table 7.1, (Appendix 4).

Groundwater Monitoring Bores: CRL Stage 2 Construction Location Zone ACZ A

ACZ N

ACZ K

ACZ S

ACZ M

BH 210 Wellesley Street West and Elliot Street Intersection BH 209 Wellesley Street West BH411 BHA BH206B BH423 BH266 BH 268 Vincent Street BH 213 Vincent Street BH 316 Karangahape Road BH 319 Karangahape Road BH274 BH324 BH325 BH218 BH425 BH320 EB312 BH 223 Upper Queen Street BH 225 Symonds Street BH285 BH M1 Upper Shaddock

Eastings mE (NZTM)

Northing mN (NZTM)

Screen Depths

Unit

(A) At 5m depth (new)

(A) Fill (soft clay)

(A) At 8m depth (existing) (B) At 25m depth (existing) At 6.7m depth

(A) EW (B) EU

At 10.9m depth At 5.0m depth (A) At 5m depth (existing) (A) At 10m depth (existing) (A) At 14m depth (existing) (A) At 6m depth (existing) (B) At 17m depth (existing) At 8.0m depth At 6.0m depth At 3.5m depth

At 6.0m depth At 1.7m-7.0m depth (A) At 7m depth (new)

ER TA ER ER ER (A)ER (A) EU (A) EW

(A) EW (B) EW

ER ER ER EW Fill/TA ER Fill/TA (A) TA

(A) At 11m depth (new)

(A) TA

At 7.8m depth (A) At 6m± depth (new)

VA/TA (A) TA/ER

62

Street BH M2 Ruru Street BH323 BH426 BH427

(A) At 6m± depth (new) At 5.5m depth

(A) TA/ER ER TA/ER ER

63

APPENDIX 4: Sites”

Plans titled “Location Plan Showing Sites Adjacent to Construction

•

CRL-SYW-RME-000-DRG-2901, revision 1;

•

CRL-SYW-RME-000-DRG-2902, revision 1;

•

CRL-SYW-RME-000-DRG-2903, revision 1;

•

CRL-SYW-RME-000-DRG-2904, revision 1;

•

CRL-SYW-RME-000-DRG-2905, revision 1;

•

CRL-SYW-RME-000-DRG-2906, revision 1.

64

APPENDIX 5: a.

Information from Application

Application Form, and Assessment of Environmental Effects prepared by Aurecon NZ Ltd, dated 13 May 2016, including:

Report title and reference

Author

Rev

Dated

Assessment of Environmental Effects Resource Consent Package 2 Aotea Station to North Auckland Line Construction and CRL Operation CRLSYW-RME-000-RPT-0047

Aurecon NZ Ltd

2.0

13 May 2016

Design and Construction Report CRLSYW-RME-000-RPT-0006

Aurecon NZ Ltd

1.0

13 May 2016

Auckland City Rail Link (CRL) Aotea Station to North Auckland Line Construction and CRL Operation: Groundwater Technical Report

Pattle Delamore Partners Ltd

Assessment of Settlement Effects ReportCRL-SYW-RME-000-RPT-0045

Aurecon NZ Ltd

Auckland City Rail Link Aotea Station to North Auckland Line Construction and CRL Operation Contaminated Land Assessment 1378206325-067

Golder Associates 0

May 2016

Auckland City Rail Link Aotea Station to North Auckland Line Construction and CRL Operation Water Quality Assessment 1378206325-069

Golder Associates 0

May 2016

Auckland City Rail Link Aotea Station to North Auckland Line Construction and CRL operation Air Quality Assessment1378206325

Golder Associates 0

May 2016

Auckland City Rail Link Aotea Station To North Auckland Line Construction and CRL Operation Built Heritage Impact Assessment CRL-SYW-RME-000-RPT0046

Reverb Ltd

0

13 May 2016

Draft Erosion and Sediment Control Management Plan â&#x20AC;&#x201C; CRL-SYW-RME-000RPT-0059

Aurecon NZ Ltd

3

13 May 2016

Auckland City Rail Link Aotea Station to

Golder Associates 0

12 May 2016

3.0

30 June 2016

May 2016

65

North Auckland Line Construction and CRL Operation Industrial and Trade Activities Assessment- 1378206325-070 Geotechnical Engineering Report CRLSYW-GEO-000-RPT-0006

Aurecon NZ Ltd

1.0

02.06.2015

City Rail Link Project: Archaeological Assessment

Clough & Associates Ltd

5.0

10.12.2012

Line Construction and CRL Operation Contaminated Land Assessment- South Pacific Timber 1378206325-076

Golder Associates 0

July 2016

Plan title and reference

Author

Rev

Dated

Location Plan Overall- CRL-SYW-RME000-DRG-2000-1.0

Aurecon NZ Ltd

1.0

13.05.16

Location Plan Aotea Station- CRL-SYWRME-000-DRG-2001-1.0

Aurecon NZ Ltd

1.0

13.05.16

Location Plan North Tunnels- CRL-SYWRME-000-DRG-2002-1.0

Aurecon NZ Ltd

1.0

13.05.16

Location Plan Karangahape Station- CRLSYW-RME-000-DRG-2003-1.0

Aurecon NZ Ltd

1.0

13.05.16

Location Plan South Tunnels- CRL-SYWRME-000-DRG-2004-1.0

Aurecon NZ Ltd

1.0

13.05.16

Location Plan Mt Eden Station East- CRLSYW-RME-000-DRG-2005-1.0

Aurecon NZ Ltd

1.0

13.05.16

Location Plan Mt Eden Station WestCRL-SYW-RME-000-DRG-2006-1.0

Aurecon NZ Ltd

1.0

13.05.16

Alignment Plan and Long Section CRL Down (MC20) Sheet 1 of 4- CRL-SYWRME-000-DRG-2010-1.0

Aurecon NZ Ltd

1.0

13.05.16

Alignment Plan and Long Section CRL Down (MC20) Sheet 2 of 4- CRL-SYWRME-000-DRG-2011-1.0

Aurecon NZ Ltd

1.0

13.05.16

Alignment Plan and Long Section CRL Down (MC20) Sheet 3 of 4- CRL-SYWRME-000-DRG-2012-1.0

Aurecon NZ Ltd

1.0

13.05.16

Alignment Plan and Long Section CRL Down (MC20) Sheet 4 of 4- CRL-SYWRME-000-DRG-2013-1.0

Aurecon NZ Ltd

1.0

13.05.16

66

Aotea Station Roof Slab Overall PlanCRL-AOT-RME-000-DRG-2110-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea Station Elevation- CRL-AOT-RME000-DRG-2111-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea Station Cross Section Grid 2- CRLAOT-RME-000-DRG-2118-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea Station Cross Section Grid 9- CRLAOT-RME-000-DRG-2119-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea Station Cross Section Grid 13 Victoria St Entrance- CRL-AOT-RME-000DRG-2120-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea Station Cross Section Grid 14 Victoria Street Entrance- CRL-AOT-RME000-DRG-2121-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea Station Cross Section Grid 25CRL-AOT-RME-000-DRG-2122-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea Station Cross Section Grid S3CRL-AOT-RME-000-DRG-2123-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea Station Cross Section Grid S3CRL-AOT-RME-000-DRG-4023-1.0

Aurecon NZ Ltd

1.0

08.07.16

Karangahape Station Plan General Arrangement Street Level CRL-KRDRME-000-DRG-2142-1.0

Aurecon NZ Ltd

1.0

13.05.16

Karangahape Station Overall Street Level Plan CRL-KRD-RME-000-DRG-2130-1.0

Aurecon NZ Ltd

1.0

13.05.16

Karangahape Station Overall Street Level Plan CRL-KRD-RME-000-DRG-2132-1.0

Aurecon NZ Ltd

1.0

13.05.16

Karangahape Station North Zone Sections Sheet 1 CRL-KRD-RME-000-DRG-21361.0

Aurecon NZ Ltd

1.0

13.05.16

Karangahape Station South Zone Sections Sheet 1 CRL-KRD-RME-000DRG-2138-1.0

Aurecon NZ Ltd

1.0

13.05.16

Karangahape Station Platform Level Tunnel Sections Sheet 1 CRL-KRD-RME000-DRG-2139-1.0

Aurecon NZ Ltd

1.0

13.05.16

Karangahape Station Platform Level Tunnel Sections Sheet 2 CRL-KRD-RME-

Aurecon NZ Ltd

1.0

13.05.16

67

000-DRG-2140-1.0 Karangahape Station Platform Tunnel and Central Passenger Tunnel and Escalator Tunnel-Setout CRL-KRD-RME-000-DRG2143-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden Station Plan Newton Grade Separation Structure CRL-MTE-RME-000DRG-2150-2.0

Aurecon NZ Ltd

2.0

04.07.16

Mt Eden Station Section 1 Newton Grade Separation Structure CRL-MTE-RME-000DRG-2151-2.0

Aurecon NZ Ltd

2.0

04.07.16

Mt Eden Station Cross Sections Newton Shaft CRL-MTE-RME-000-DRG-2152-2.0

Aurecon NZ Ltd

1.0

04.07.16

Mt Eden Station Isometric of Permanent Structure Newton Grade Separation Structure CRL-MTE-RME-000-DRG-21531.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Plan And Sections- Ruru Street Bridge Sheet 1 of 1 CRL-MTERME-000-DRG-2158-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Plan And Sections – Western Flyover Sheet 1 of 2 CRL-MTERME-000-DRG-2160-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Plan And Sections- Mt Eden Road Bridge Sheet 1 of 2 CRL-EFC-RME000-DRG-2166-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Elevation- Mt Eden Road Bridge Sheet 2 of 2 CRL-EFC-RME-000DRG-2167-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Plan And SectionsNormanby Road Bridge Sheet 1 of 3 CRLEFC-RME-000-DRG-2170-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Plan And Sections – Normanby Road Bridge Sheet 2 of 3 CRLEFC-RME-000-DRG-2171-1.0

Aurecon NZ Ltd

1.0

13.05.16

Structural Geological Long Section MC20 West Sheet 1 of 1 CRL-MTE-RME-000DRG-2173-1.0

Aurecon NZ Ltd

1.0

13.05.16

Structural Geological Long Section MC30

Aurecon NZ Ltd

1.0

13.05.16

68

West Sheet 1 of 1 CRL-MTE-RME-000DRG-2174-1.0 Mt Eden NAL Cross Sections West Sheet 1 of 2 CRL-MTE-RME-000-DRG-2176-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Cross Sections West Sheet 2 of 2 CRL-MTE-RME-000-DRG-2177-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Structural Geological Long Section MC50 East Sheet 1 of 1 CRLEFC-RME-000-DRG-2178-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Structural Geological Long Section MC60 East Sheet 1 of 1 CRLEFC-RME-000-DRG-2179-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Cross Sections East Sheet 1 of 2 CRL-EFC-RME-000-DRG-2180-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Cross Sections East Sheet 2 of 2 CRL-EFC-RME-000-DRG-2181-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Structural Geological Long Section MC10 and MC40 NAL Sheet 1 of 2 CRL-EFC-RME-000-DRG-2182-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Structural Geological Long Section MC10 and MC40 NAL Sheet 2 of 2 CRL-EFC-RME-000-DRG-2183-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Structural Geological Long Section MC10 and MC40 NAL Sheet 1 of 1 CRL-EFC-RME-000-DRG-2184-1.0

Aurecon NZ Ltd

1.0

13.05.16

Mt Eden NAL Cross Sections NAL Sheet 1 Aurecon NZ Ltd of 1 CRL-EFC-RME-000-DRG-2185-1.0

1.0

13.05.16

South Tunnels Plan- Southern Junction CRL-NJT-RME-000-DRG-2190-1.0

Aurecon NZ Ltd

1.0

13.05.16

South Tunnels Section- Southern Portal CRL-NJT-RME-000-DRG-2191-1.0

Aurecon NZ Ltd

1.0

13.05.16

South Tunnels Section- Southern Junction CRL-NJT-RME-000-DRG-2192-1.0

Aurecon NZ Ltd

1.0

13.05.16

North And South Tunnels Segmental Lining General Arrangement CRl-SYWRME-000-DRG-2196-1.0

Aurecon NZ Ltd

1.0

13.05.16

North and South Tunnels Cross Passage CRL-SYW-RME-000-DRG-2197-1.0

Aurecon NZ Ltd

1.0

13.05.16

69

Aotea Station Construction Support Area 1 Aurecon NZ Ltd (Indicative Layout) Aotea Station CRLAOT-RME-000-DRG-2951-1.0

1.0

13.05.16

Karangahape Station Construction Support Area 2 (Indicative Layout) Beresford Square CRL-KRD-RME-000DRG-2961-1.0

Aurecon NZ Ltd

1.0

13.05.16

Karangahape Station Construction Support Area 3 (Indicative Layout) Mercury Lane CRL-KRD-RME-000-DRG2962-A

Aurecon NZ Ltd

A

13.05.16

Mt Eden NAL Construction Support Area 4 Aurecon NZ Ltd (Indicative Layout) Tunnelling Phase CRLMTE-RME-000-DRG-2971-1.0

1.0

13.05.16

Mt Eden NAL Construction Support Area 5 Aurecon NZ Ltd (Indicative Layout) Station and Tie Into NAL CRL-MTE-RME-000-DRG-2972-1.0

1.0

13.05.16

Settlement Contours Mechanical Settlement Plan Sheet 1 of 6 CRL-SYWRME-000-DRG-2601-1.0

Aurecon NZ Ltd

1.0

13.05.16

Settlement Contours Mechanical Settlement Plan Sheet 2 of 6 CRL-SYWRME-000-DRG-2602-1.0

Aurecon NZ Ltd

1.0

13.05.16

Settlement Contours Mechanical Settlement Plan Sheet 3 of 6 CRL-SYWRME-000-DRG-2603-1.0

Aurecon NZ Ltd

1.0

13.05.16

Settlement Contours Mechanical Settlement Plan Sheet 4 of 6 CRL-SYWRME-000-DRG-2604-1.0

Aurecon NZ Ltd

1.0

13.05.16

Settlement Contours Mechanical Settlement Plan Sheet 5 of 6 CRL-SYWRME-000-DRG-2605-1.0

Aurecon NZ Ltd

1.0

13.05.16

Settlement Contours Mechanical Settlement Plan Sheet 6 of 6 CRL-SYWRME-000-DRG-2606-1.0

Aurecon NZ Ltd

1.0

13.05.16

Settlement Contours And Building Assessment Mechanical And Consolidation Settlement Sheet 1 of 6 CRL-SYW-RME-000-DRG-2610-3.0

Aurecon NZ Ltd

1.0

14.10.16

70

Settlement Contours And Building Assessment Mechanical And Consolidation Settlement Sheet 2 of 6 CRL-SYW-RME-000-DRG-2611-3.0

Aurecon NZ Ltd

1.0

14.10.16

Settlement Contours And Building Assessment Mechanical And Consolidation Settlement Sheet 3 of 6 CRL-SYW-RME-000-DRG-2612-3.0

Aurecon NZ Ltd

2.0

30.09.16

Settlement Contours And Building Assessment Mechanical And Consolidation Settlement Sheet 4 of 6 CRL-SYW-RME-000-DRG-2613-4.0

Aurecon NZ Ltd

2.0

14.10.16

Settlement Contours And Building Assessment Mechanical And Consolidation Settlement Sheet 5 of 6 CRL-SYW-RME-000-DRG-2614-1.0

Aurecon NZ Ltd

1.0

13.05.16

Settlement Contours And Building Assessment Mechanical And Consolidation Settlement Sheet 6 of 6 CRL-SYW-RME-000-DRG-2615-1.0

Aurecon NZ Ltd

1.0

13.05.16

Aotea To NAL Trigger Levels Table And Notes Sheet 1 of 2 CRL-SYW-RME-000DRG-2640-4.0

Aurecon NZ Ltd

2.0

14.10.16

Aotea To NAL Trigger Levels Table And Notes Sheet 2 of 2 CRL-SYW-RME-000DRG-2642-3.0

Aurecon NZ Ltd

1.0

11.10.16

Geological Longsection Aotea Station Sheet 1 of 2 CRL-AOT-GEO-000-DRG0011-1.0

Aurecon NZ Ltd

1.0

25.05.16

Geological Longsection Aotea Station Sheet 2 of 2 CRL-AOT-GEO-000-DRG0012-1.0

Aurecon NZ Ltd

1.0

25.05.16

Ground Investigation Locations CRL And Non-CRL (Detailed) 3 of 15 CRL-SYWGEO-000-DRG-0029-3.0

Aurecon NZ Ltd

3.0

24.06.16

Ground Investigation Locations CRL And Non-CRL (Detailed) 4 of 15 CRL-SYWGEO-000-DRG-0030-3.0

Aurecon NZ Ltd

3.0

24.06.16

Ground Investigation Locations CRL And Non-CRL (Detailed) 5 of 15 CRL-SYW-

Aurecon NZ Ltd

3.0

24.06.2016

71

GEO-000-DRG-0031-3.0 Geological and Hydrogeological Cross Section Wellesley Street CRL-SYW-GEO000-SKE-0017-4.0

Aurecon NZ Ltd

4.0

05.07.2016

Geological and Hydrogeological Cross Section Victoria Street CRL-SYW-GEO000-SKE-0018-3.0

Aurecon NZ Ltd

3.0

23.06.2016

Geological And Hydrogeological Cross Section DR6MC30 Chainage 1750-2100 CRL-SYW-GEO-000-SKE-0028-5.0

Aurecon NZ Ltd

5.0

05.07.2016

Geological and Hydrogeological Cross Section Beresford Square CRL-SYWGEO-000-SKE-0029-3.0

Aurecon NZ Ltd

3.0

05.07.2016

Geological and Hydrogeological Cross Section Cross Street CRL-SYW-GEO000-SKE-0030-3.0

Aurecon NZ Ltd

3.0

05.07.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 1 of 15 CRL-SYWGEO-000-DRG-0027-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 2 of 15 CRL-SYWGEO-000-DRG-0028-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 3 of 15 CRL-SYWGEO-000-DRG-0029-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 4 of 15 CRL-SYWGEO-000-DRG-0030-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 5 of 15 CRL-SYWGEO-000-DRG-0031-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 6 of 15 CRL-SYWGEO-000-DRG-0032-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 7 of 15 CRL-SYWGEO-000-DRG-0033-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 8 of 15 CRL-SYW-

Aurecon NZ Ltd

2.0

23.06.2016

72

GEO-000-DRG-0034-2.0 Ground Investigation Locations CRL And Non-CRL (Detailed) 9 of 15 CRL-SYWGEO-000-DRG-0035-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 10 of 15 CRL-SYWGEO-000-DRG-0036-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 11 of 15 CRL-SYWGEO-000-DRG-0037-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed) 12 of 15 CRL-SYWGEO-000-DRG-0038-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed)13 of 15 CRL-SYWGEO-000-DRG-0039-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed)14 of 15 CRL-SYWGEO-000-DRG-0040-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Ground Investigation Locations CRL And Non-CRL (Detailed)15 of 15 CRL-SYWGEO-000-DRG-0041-2.0

Aurecon NZ Ltd

2.0

23.06.2016

Geological Long Section DR6MC30 Chainage 2750-3100m CRL-SYW-GEO000-SKE-0033-2.0

Aurecon NZ Ltd

2.0

07.07.16

Geological and Hydrogeological Long Section DR6MC20 Chainage 3050-3400 CRL-SYW-GEO-000-SKE-0034-2.0

Aurecon NZ Ltd

2.0

07.07.16

Geological Cross Section At DR6MC50 Chainage 625 CRL-SYW-GEO-000-SKE0042-2.0

Aurecon NZ Ltd

2.0

05.07.16

Geological And Hydrogeological Cross Section At DR6MC20 Chainage 3185 CRL-SYW-GEO-000-SKE-0045-2.0

Aurecon NZ Ltd

2.0

05.07.16

Geological Cross Section At DR6MC20 Aurecon NZ Ltd Chainage 3312 CRL-SYW-GEO-000-SKE0046-2.0

2.0

05.07.16

Queen Street Plumbing And Drainage Services Permanent Works Foul Water-

A

18.11.2015

Aurecon NZ Ltd

73

Ground Level CRL-BTM-DRN-000-DRG1310-A Queen Street Plumbing And Drainage Aurecon NZ Ltd Services Permanent Works Surface Water- Ground Level CRL-BTM-DRN-000DRG-1610-A

A

18.11.2015 q

Aotea Station Station North Drainage Layout CRL-AOT-DRN-000-DRG-1101-3

Aurecon NZ Ltd

3

22.06.16

Aotea Station Station South Drainage Layout CRL-AOT-DRN-000-DRG-1102-2

Aurecon NZ Ltd

2

21.03.16

Karangahape Station Station North Drainage Layout CRL-KRD-DRN-000DRG-1101-2

Aurecon NZ Ltd

2

08.04.16

Karangahape Station Station South Drainage Layout CRL-KRD-DRN-000DRG-1102-2

Aurecon NZ Ltd

2

05.07.16

CRL-SYW-RME-000-DRG-2901

Aurecon NZ Ltd

1

CRL-SYW-RME-000-DRG-2902

Aurecon NZ Ltd

1

CRL-SYW-RME-000-DRG-2903

Aurecon NZ Ltd

1

CRL-SYW-RME-000-DRG-2904

Aurecon NZ Ltd

1

CRL-SYW-RME-000-DRG-2905

Aurecon NZ Ltd

1

CRL-SYW-RME-000-DRG-2906

Aurecon NZ Ltd

1

Other additional information

Author

Rev

Dated

Stakeholder Meeting Minutes: Nikau Street Aurecon NZ Ltd 1950mm dia. Stormwater Diversion

0

22 January 2016

Mana Whenua Forum

Auckland Transport

-

10 December 2015

Section 92 Response Groundwater

Pattle Delamore Partners Ltd

-

29 June 2016

CRL Monthly Mana Whenua Forum

Auckland Transport

-

19 May 2016

Section 92 Response Groundwater Figures

Pattle Delamore Partners Ltd

-

29 June 2016

Section 92 Response Contamination

Golder Associates -

30 June 2016

74

Cone Penetrometer test Karangahape Station

Aurecon NZ Ltd

-

14.06.2016

Section 92 Response

Aurecon NZ Ltd

-

30.06.2016

Aotea Station PLAXIS analysis â&#x20AC;&#x201C; Bluestone wall sections

Aurecon NZ Ltd

-

29.06.2016

Further S92 Response

Aurecon NZ Ltd

-

08.07.2016

Ground Settlement question 89 answer

Aurecon NZ Ltd

-

05.07.2016

Further s92 Response Groundwater

Pattle Delamore Partners Ltd

-

08.07.2016

Further S92 Response Question 88 answer

Aurecon NZ Ltd

-

01.07.2016

Earthtech Memo Ref m3256-1

Aurecon NZ Ltd

-

22.08.16

CRL-MTE-UTI-000-MEM-0012 Preliminary Flood Assessment Results and Mitigation Measures

Aurecon NZ Ltd

-

31.08.16

Hydrological and Hydraulic Review of the CRL Southern Connection Modelling

Richard Smedley â&#x20AC;&#x201C; Senior Stormwater Specialist, Healthy Waters Department

01.09.2016

Preliminary Flood Assessment: Consenting Analysis of potential downstream mitigation requirements

Aurecon NZ Ltd

9.09.2016

Proposed Auckland Unitary Plan (Decision Version) assessment tables:

Golder Associates

September 2016

Aurecon / Golder Associates

20 September 2016

b.

Earthworks

c.

Groundwater diversion and take

d.

Water Quality

e.

Contaminated land

f.

Air Quality

g.

Stormwater

h.

Industrial and Trade activities

Proposed Auckland Unitary Plan Auckland Council Decisions Version 2016 (CRLMTE-UTI-000-MEM-00XX)

75