schedule 1 - auckland...

Schedule 1 Conditions of consent for SLC-66696, REG-66698 & REG-66699

Under section 108 of the RMA, these consents are subject to the following conditions.

Conditions that relate to all consents

Plans and information

1. The 207 lot rural residential lot subdivision, including (but not limited to) associated vegetation clearance, earthworks, streamworks, stormwater discharge, rehabilitation and wastewater disposal, shall be carried out in accordance with the plans and all information submitted with the application, detailed below, and all referenced by the council as consent numbers SLC-66696, REG-66698 and REG-66699.

a. Cover Letter, Application Form, and Assessment of Effects prepared by Beca Ltd, dated January 2016.

b. Specialist reports, plans and additional information as below:

Report title and reference Author Rev Dated

Assessment of Approved DCP Beca Ltd January 2016

Moir Hill Design Guide Boffa Miskell D 27 January 2016

Weed management Plan for Privately Owned Lots

Boffa Miskell V1 26 May 2016

Assessment of Landscape and Visual Effects

Boffa Miskell VD 27 January 16

Updated Assessment of Ecological Effects

Boffa Miskell V21 7 July 2016

Conservation Lot Subdivision Assessment

Boffa Miskell V0 7 July 2016

Moir Hill Comprehensive Rehabilitation Plan

Boffa Miskell V10 June 2016

Moir Hill Subdivision Consent Civil Design Report

Tonkin & Taylor V2 January 2016

Integrated Transportation Assessment Report

Tonkin & Taylor December 2015

Preliminary Geotechnical Report Tonkin & Taylor January 2016

Preliminary Site Investigation (Contamination)

Beca Ltd 30/11/2015

Archaeological Assessment Rod Clough August 2006

SLC-66696, REG-66698 & REG-66699 – Schedule to decision

Landscape and Urban Design Document

Boffa Miskell 7 6 December 2016

Cultural Impact Assessment for Moir Hill Development Concept Plan

Manuhiri Kaitiaki Charitable Trust

July 2015

Addendum to CIA for Moir Hill Manuhiri Kaitiaki Charitable Trust

May 2016

Spoil Disposal Construction Traffic Assessment

Tonkin & Taylor 8 July 2016

Example Harvest Plan Woodbank Received 16 June 2016

c. Drawings as referenced in Schedule 1.

d. Other additional information as per below:

Report title and reference Author Dated

Letter - Affected Person’s conditional written approval to an activity that is the subject of a resource consent

NZ Transport Agency

14 June 2016

Documentation: Moir Hill Subdivision – Final Response to s92 Request for Further Information

J Swan and C Liew -Beca

15 June 2016

Email- RE: Moir Hill – outstanding roading matters B Julyan - Beca 27 June 2016

Email – Remaining s92 questions - streamworks C Liew - Beca 22 June 2016

Email – RE:Moir Hill – outstanding roading matters B Julyan - Beca 27 June 2016

Email – Moir Hill – Outstanding roading matters C Liew - Beca 29 June 2016

Email – RE: Moir Hill Stream issues - response E Sides – Boffa Miskell

5 July 2016 (11:25am)

Email – RE: Moir Hill Stream issues - response E Sides – Boffa Miskell

5 July 2016 (1:13pm)

Email – FW:Moir Hill – Todays streamworks meeting E Sides – Boffa Miskell

6 July 2016

Email- Private Road Network- further concerns [DLANZ-CLIENT.FID144454]

S Quinn – DLA Piper

7 July 2016

Email – Moir Hill S92 – response to outstanding matters

C Liew – Beca 8 July 2016

Email - FW: Moir Hill – Air Strip Road B Julyan – Beca 13 July 2016

Email – FW:NZ Transport Agency written approval to API’s resource consent application [DLANZ-CLIENT.FID144454]


14 July 2016


Email – RE:Moir Hill -Updated calculations C Liew - Beca 18 July 2016

Email - Moir Hill Footpaths Tonkin and Taylor 19 July 2016

Email – Road stopping plan C Liew - Beca 21 July 2016

Email – Landscape C Liew – Beca 22 July 2016

Email – RE: Moirs Hill [DLANZ-CLIENT.FID144454] S Quinn – DLA Piper

25 July 2016

Email – RE: Moir Hill – sedimentation and CIA recommendations


Email – Draft condition for incorporated society C Liew – Beca 27 July 2016

Email – RE: Moir Hill – private road ownership and scheme plans


Email – RE: Road grades – Rule 23.8.7 C Liew – Beca 27 July 2016

Email – RE: Moir Hill – private road ownership and scheme plans [DLANZ-CLIENT.FID144454]


28 July 2016

Email – Minor comments on technical reports J Swan – Beca 28 July 2016

Email - Moir Hill Ecology J Swan – Beca 28 July 2016

Email – RE: Moir Hill traffic input C Liew – Beca 28 July 2016

Email – Response to CIA recommendations C Liew – Beca 29 July 2016

Email – Moir Hill Updated Scheme Plan – ROW & JOAL (note the scheme plans have been supersceded but the schedules are correct).

C Liew – Beca 1 August 2016

Email – RE: Moir Hill – additional reason for consent under the PAUP

J Swan – Beca 8 August 2016

Email – RE: Moir Hill – draft conditions for applicant review

J Swan – Beca 8 August 2016

Email – Re: Moir Hill – traffic input J Swan - Beca 8 August 2016

2. The consent holder shall pay the council an initial consent compliance monitoring charge of $2,000.00 (inclusive of GST), plus any further monitoring charge or charges to recover the actual and reasonable costs that have been incurred to ensure compliance with the conditions attached to this consent.

Advice Note: The initial monitoring charge 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 consent. In order to recover actual and reasonable costs of inspections etc, in excess of those covered by the base fee paid, costs will be charged at the relevant hourly rate applicable at the time. The consent holder will be advised of the further monitoring charge or charges as they fall due. Such further charges are to be paid within one month of the date of invoice. Only after all


conditions of the resource consent have been met, will the council issue a letter confirming compliance on request of the consent holder.

Developer’s representative

3. Prior to the commencement of engineering design, the Consent Holder shall nominate, in writing to the Team Leader Northern Monitoring, its Developer’s Representative in terms of Council’s “Standards for Engineering Design and Construction” to be the first point of contact for all engineering matters. Any subsequent change to the nominated Developer’s Representative shall be immediately notified in writing to the Team Leader Northern Monitoring.

Insurance and warranties for engineering works

4. Prior to the commencement of engineering design for the works required by these conditions, the Consent Holder and the Developer’s Representative shall provide to the Council proof of Professional Indemnity Insurance and Warranties in full satisfaction of section 102 of the Council’s “Standards for Engineering Design and Construction”.

Engineering plans

5. The engineering works required by this consent shall comply with the Council's “Standards for Engineering Design and Construction” as may be amended from time to time. Engineering Plans, as specified in the “Standards”, shall be submitted to the Team Leader Northern Monitoring, and approval thereto received in writing, prior to the commencement of any works on the site.

Any variation or changes to the approved engineering plans shall be submitted for approval as an Amendment and approval received thereto prior to construction of the varied works.

The term 'engineering works' includes, but is not limited to:

a. Earthworks including ground stability measures for the Watson Road slip:

b. Soil Disposal Areas and associated stream diversion works;

c. The formation of roads, the laying of pipes and other ancillary equipment to be vested in the Council for water supply, drainage or sewage disposal;

d. Street lights, landscaping or structures on land vested, or to be vested, in the Council;

e. The installation of gas, electrical or telecommunication reticulation including ancillary equipment;

f. Watson Road wetland;

g. Any other works required by conditions of this consent.

Advice Note: Structures such as retaining walls, in-ground walls and bridges will require a separate Building Consent. The plans required under this condition are separate to, and do not form part of, any Building Consent that may be required on the subject site.


Pre start meeting prior to every earthworks season

6. Prior to the commencement of the construction and/or earthworks activity, the consent holder shall hold a pre-start meeting that:

a. is located on the subject site.

b. is scheduled not less than 5 days before the anticipated commencement of construction and/or earthworks.

c. includes Council’s Team Leader Northern Monitoring, Development Engineer, Ecologist, Earthworks Advisor, Streamworks Advisor, Stormwater Advisor and Wastewater Advisor.

d. includes representation from the contractors who will undertake the works and any suitably qualified professionals if required by other conditions.

The following information shall be made available at the pre-start meeting:

• Timeframes for key stages of the works authorised under this consent • Resource consent conditions • Approved engineering/building consent plans • Erosion and Sediment Control Plan • Construction Traffic Management Plan and Site Specific Traffic Management Plan (where

necessary) • Construction Environmental Management Plan • Annual Management Plan • Site Plan showing wastewater treatment and land disposal system • Signed Corridor Access Request • All approved finalised plans: streamworks methodology, spoil disposal areas (SDAs)

design details for all diversion channels, native fish relocation plan and stream mitigation plan (as required by Condition 66)

• Signed copies of all Consents to Enter for Construction for works on land (including Council land) not owned by the consent holder.

A pre-start meeting shall be held prior to the commencement of the earthworks activity in each period between October 1 and April 30 that this consent is exercised.

Advice Note: All information required by the council and listed in that condition should be provided a minimum of 2 days prior to the meeting.

Construction Environmental Management Plan

7. Prior to the commencement of construction, a finalised Construction Environmental Management Plan (CEMP) shall be submitted to the satisfaction of Council’s Team Leader Northern Monitoring. No construction activity that is the subject of this consent shall commence until confirmation is provided from the council that the CEMP is satisfactory, and all measures identified in that plan as needing to be put in place prior to commencement of works have been implemented.


Advice Note: The Construction Environmental Management Plan required by Condition 7 should contain sufficient detail to address the following matters:

o Mitigate noise and ensure compliance with requirements of relevant noise standards;

o Mitigate dust generated on public roads; o Set out appropriate times of the day for truck movements, driver protocols,

driver monitoring and construction vehicle speeds, engine breaking restrictions, and interaction with pedestrians, school buses and stock movements,

o Public and local community communication.

It is anticipated that the CEMP will be carried out for each stage as required.

Construction Traffic Management Plan

8. Prior to any works commencing on each stage, the consent holder shall submit to the satisfaction of Council’s Team Leader Northern Monitoring, a Construction Traffic Management Plan (CTMP) prepared in accordance with the New Zealand Transport Authority’s Code of Practice for Temporary Traffic Management. No construction activity is permitted to commence until it has been confirmed that the CTMP is to the satisfaction of Council’s Team Leader Northern Monitoring. All construction traffic shall be managed in accordance with the approved CTMP.

The CTMP shall set out:

a. Construction programme and traffic volumes;

b. The use of the Watson Road intersection and the management of safety in this area;

c. Vehicle access routes;

d. Management of vulnerable road users;

e. Management of traffic to and from existing properties to enable access to private driveways, driving along the local roads, as well as the ability to safely exit or drive onto SH1.

f. Site specific traffic management;

g. Monitoring and communication requirements; and

h. Implications of forestry harvesting.

For construction traffic using either Watson Road or Moir Hill Road, evidence of consultation with local residents along these roads and NZ Transport Agency (NZTA) of the proposed traffic management will also be required.

Advice Note: It is the responsibility of the consent holder to seek approval for the Construction Traffic Management Plan from Auckland Transport. Please contact Auckland Transport on (09) 355 3553 and review www.submitica.co.nz before you begin work.


The Consent Holder or his Contractor will need to obtain a Corridor Access Request from the relevant Network Service Provider prior to the commencement of any works within the legal road.

It is anticipated that the CTMP will be carried out for each stage as required.

Consent Review

9. That the conditions of this consent may be reviewed by Council’s Team Leader Northern Monitoring pursuant to section 128 of the Resource Management Act 1991 (RMA), by the giving of notice pursuant to section 129 of the Act, in July 2017 and every year thereafter. The purpose of the review shall be:

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

b. To require the consent holder to adopt the best practicable option to avoid or mitigate any adverse effects on the environment;

c. To deal with any other adverse effects on the environment which the exercise of the consent may have an influence on;

d. To deal to any adverse environmental effect identified as a result of water quality sampling; and

e. Provide the opportunity to monitor the implementation of the Comprehensive Rehabilitation Plan (CRP) and make minor amendments in future years as required.

f. To ensure the revegetation canopy cover related conditions achieve the intended effects to a) establish the regenerated native forest as well as b) an effective tool for the release of titles.

Accidental Discovery Protocol

10. If, at any time during site works, potential koiwi (human remains), archaeology or artefacts are discovered, then the following discovery protocol is to be followed:

a. All earthworks will cease in the immediate vicinity (at least 10m from the site of the discovery) while a suitably qualified archaeologist is consulted to establish the type of remains.

b. If the material is identified by the archaeologist as human, archaeology or artefact, earthworks must not be resumed in the affected area (as defined by the archaeologist). The consent holder must immediately advise the Team Leader Northern Monitoring, Heritage New Zealand Pouhere Taonga and Police (if human remains are found) and arrange a site inspection with these parties.

c. If the discovery contains koiwi, archaeology or artefacts of Maori origin, representatives from relevant Mana Whenua groups are to be provided information on the nature and location of the discovery.


d. The consent holder shall not recommence works until approved by the Team Leader Northern Monitoring.

Advice Note: If any archaeological features are uncovered on the site, works should cease and the Team Leader Northern Monitoring and Heritage New Zealand Pouhere Taonga (09 307 9920) should be notified immediately. The Heritage New Zealand Pouhere Taonga Act 2014 provides for the identification, protection, preservation and conservation of the historic and cultural heritage of New Zealand. It is an offence under this Act to destroy, damage or modify any archaeological site without an authority from Heritage New Zealand Pouhere Taonga. An archaeological site is defined as a place associated with pre-1900 human activity where there may be evidence relation to history of New Zealand. Archaeological features’ may include old whaling stations, ship wrecks, shell middens, hangi or ovens, pit depressions, defensive ditches, artefacts, or koiwi tangata (human skeletal remains), etc. For guidance and advice on managing the discovery of archaeological features, contact the Team Leader Cultural Heritage Implementation on 09 301 0101.

Specific conditions – land use consent SLC-66696

Lapse date

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

a. The consent is given effect to; or

b. The council extends the period after which the consent lapses.

PREDEVELOPMENT CONDITIONS

Ongoing iwi consultation

12. The consent holder shall establish an iwi liaison framework with Ngāti Manuhiri. The purpose of the framework will be to work through the recommendations set out by Ngāti Manuhiri in the two Cultural Impact Assessments they have prepared for the project. The framework shall be developed in consultation with Ngāti Manuhiri and set out the protocols for ongoing engagement throughout the construction phase of the project. A copy of the framework shall be provided to Council’s Team Leader Northern Monitoring Prior to construction activities commencing onsite.

Provide specific species palette plan

13. Prior to the rehabilitation of any given area, the consent holder shall provide (after consultation with the Department of Conservation (DoC)) an upland/lowland plan which clearly sets out the area of land that is being rehabilitated for the purpose of obtaining DCP lots, and exclude any riparian mitigation planting required by Condition 67. Revegetation shall then be carried out in accordance with the provisional planting palette as identified in Table 5 and Table 6 of the CRP (referenced in Condition 1)


Any areas of active revegetation where the species palette is at variance with that set out in the approved CRP shall be confirmed in writing to the satisfaction of Council’s Team Leader Northern Monitoring.

Forestry harvesting management plan

14. Prior to the commencement of forestry activities on each stage, the consent holder shall submit to Council’s Team Leader Northern Monitoring a Forestry Harvesting Management Plan. This shall set out the forestry works to be undertaken and shall ensure that no forestry operations occur on public roads within each subdivision stage after occupation of lots by residents, unless otherwise agreed by Council’s Team Leader Northern Monitoring. No works shall commence until confirmation that the Forestry Harvesting Management Plan is to the satisfaction of Council’s Team Leader Northern Monitoring.

Species Management Plan

15. Prior to the commencement of earthworks, the consent holder provide a Species Management Plan (SMP) for the site prepared by suitably qualified and experienced ecologist/herpetologist/bat experts to the satisfaction of Council’s Team Leader Northern Monitoring. The SMP shall address the following:

a. The details of additional survey/scouting that will be undertaken prior to any physical works in areas previously identified as having threatened and protected species present or areas of habitat suitable for threatened species to inhabit, to ensure the populations of those species in areas where habitat modification including vegetation clearance is to occur shall be maintained or enhanced, either on the same site or at an appropriate alternative site; and

b. The habitat(s) that any species are transferred to (either on site or at an alternative site, as the case may be) will support viable populations for all species present pre-development.

The SMP shall also include:

c. Credentials and contact details of the ecologist/herpetologist/bat expert who will implement the plan.

d. Timing of the implementation of the SMP.

e. A description of methodology for survey, trapping and relocation of species rescued including but not limited to: salvage protocols, relocation protocols (including method used to identify suitable relocation site(s)), nocturnal and diurnal capture protocols, supervised habitat clearance/transfer protocols, artificial cover object protocols, and opportunistic relocation protocols.

f. A description of the relocation site(s); including discussion of:

i. (a) provision for additional refugia, if required;

ii. (b) any protection mechanisms (if required) to ensure the relocation site is maintained (e.g.) covenants, consent notices etc;


iii. (c) any weed and pest management to ensure the relocation site is maintained as appropriate habitat.

g. Monitoring methods, including but not limited to: baseline surveying within the site; baseline surveys outside the site to identify potential release sites for salvaged species populations and monitoring sites; ongoing annual surveys to evaluate translocation success; pre and post – translocation surveys; and monitoring of effectiveness of pest control and/or any potential adverse effects on species associated with pest control.

h. A post-vegetation clearance search for remaining species.

i. Where species are not able to be relocated – for example bats, the SMP will detail the measures that will be taken to mitigate or remedy impacts on these species.

j. Evidence that relevant Wildlife Act authorities have been sought and granted by the DoC, including approved timeframes for implementation.

Advice note: it is recommended that species rescue plans, are undertaken in conjunction with the vegetation clearance operations (and contractor) for an integrated approach.

16. A suitably qualified and experienced ecologist/herpetologist/ bat specialist shall oversee the implementation of the SMP and shall certify that the species related works have been carried out according to the certified SMP within two weeks of completion of habitat modification works.

17. All works on site shall be carried out in accordance with the certified SMP.

Detail design of the public realm

17A Detail design of all works within the 'public realm', including private roads and rights of way, shall be in accordance with the Design Principles and Masterplan concept described in the Moir Hill Landscape and Urban Design Document (MHDD) dated 6 December 2016, prepared by Boffa Miskell and listed in Condition 1. Where any conflict arises between the MHDD and any specific condition contained herein, the specific condition shall prevail.

In particular, consideration shall be given to the appropriate location of infrastructure within public and private accessways, such as telephone cabinets and street lights and the avoidance of unnecessary urban elements in the road environment, such as kerb and channel, to ensure that the rural landscape character sought, will be achieved.

DURING CONSTRUCTION CONDITIONS

Community Liaison Group

17B. The consent holder shall establish a community liaison group (CLG) at least 2 months prior to subdivision and any construction commencing and arrange to hold regular meetings, at least 6 monthly, throughout the duration of the Project and up to 24 months following completion in order to be able to address any final matters. The CLG is intended to be a point of contact between the consent holder and interested parties with a particular focus on ensuring that conditions of consent and any reasonable matters of concern can be


addressed. The CLG shall be open to any interested parties in and neighbouring the Project area and/or with an interest in the Project and its potential impacts. It may include but not be limited to:

• The consent holder • Local residents • NZ Transport Agency • Department of Conservation • Forest and Bird and, • Other interested persons/parties.

The consent holder shall arrange a point of contact for the CLG and meet the reasonable costs of bringing the CLG together for meetings and for a record of meetings to be kept and circulated, being for example the minutes of meetings. Membership is not compulsory and each party shall be responsible for arranging its representative(s) on the CLG. The CLG will otherwise be responsible for setting its own protocols and procedures.

Construction Noise

18. All noise generating activities associated with the implementation of this resource consent on, or in the vicinity of, the subject site (which can include (but is not limited to) any demolition, earthworks and construction activities, and ancillary activities (such as deliveries, loading and unloading goods, transferring tools, etc)) shall not exceed the noise limits stipulated within NZS 6803:1999 Acoustics - Construction Noise (or any subsequent revision), and may only be carried out:

a. between the hours of 7:30 am and 18:00 pm, Monday to Saturday; and

b. must not be carried out on any Sunday or public holiday (and any following Monday on which that public holiday is observed)

Construction vibration

19. Where works on the site are creating vibrations, that in the opinion of the Team Leader Northern Monitoring, constitute an unreasonable disturbance beyond the boundaries of the subject site, the consent holder shall cease works until a suitably qualified expert has been engaged to undertake monitoring of the works and provide confirmation that peak particle velocities measured on any foundation or uppermost full storey of any building not located on the subject site, do not exceed the limits set out in Table 1 of German Standard DIN 4150 Part 3:1986 “Structural Vibration in Buildings – Effects on Structures.”

Access

20. There shall be no unreasonable obstruction of access to public footpaths, berms, private properties, public services/utilities, or public reserves resulting from the construction and/or earthworks activity. All materials and equipment shall be stored within the subject site’s boundaries. Any temporary traffic diversion shall be managed under the CTMP (required by Condition 8).


Earthworks certification

21. Within one month of the completion of earthworks for each stage, the consent holder shall, for each stage of the development, provide to the satisfaction of the Council’s Team Leader Northern Monitoring:

a. an Earthworks Completion Report, including a re-assessed TP581 Effluent Disposal Site Assessment and Design Report for affected lots; and

b. a Certificate in the form of Appendix A of the Council’s “Standards for Engineering Design and Construction” signed by the Chartered Professional Engineer who designed and supervised the works.

Site works required

22. Such works as required by the Tonkin and Taylor report, Moir Hill Subdivision, Subdivision Consent Civil Design Report Prepared for Asia Pacific International (NZ) Group (API), dated January 2016 shall be completed to ensure that all Lots have stable flood-free building sites together with access thereto from an existing, or proposed new, formed road, JOAL or ROW, with particular attention being given to:

• Stage 1 - Lots 3, 7, 10, 14 and 15; • Stage 2 – Lots 19, 20, 23, 24, 30, 32, 35, 42, 43, 44, 49, 51, 52, 54, 56, 58, 59 and 60; • Stage 3 – Lots 93, 94, 95, 98, 100, 101, 108, 109, 110, 111, 118, and 119; • Stage 4 – Lots 124, 126, 129, 138, 141, 145, 152, 154, 155, 157, 158, 159, 160, 161,

168, 176, and 180; and • Stage 5 – Lots 195, 196, 198, 199, 200, 203, 209, 211, and Lot 213.

Advice note: Any land modification by field tile drains, counterfort drains or buttress drains (such as recommended by Tonkin and Taylor for the stability enhancing in-ground retaining walls or shear key works in the vicinity of Lots 72 to 76) shall be subject to specific design and certification by a Chartered Professional Engineer experienced in geomechanics.

23. Precautions shall be implemented to prevent heavy machinery accessing any land that may be proposed for wastewater disposal during earthmoving and/or construction activities on the site, as these could adversely affect the longer term permeability of the soils and its viability for wastewater disposal. Where machinery access is essential, only low ground pressure machinery may be used and works should be undertaken in a manner that minimises soil compaction, minimises impacts on soil permeability and that avoids tracking on the soil surface.

Advice note: precautions should also be implemented to minimise access by forestry equipment on land likely to be used for wastewater disposal.

1 TP 58 refers to the Auckland Regional Council Technical Publication No. 58: “On-Site Wastewater Systems: Design and Management Manual”, August 2004, (TP58) 3rd Edition, by A W Ormiston and R E Floyd.


Expansive soils

24. Within one month of the completion of earthworks for each stage, a report, prepared by a Chartered Professional Engineer suitably qualified and experienced in soils engineering, shall be submitted to the satisfaction Council’s Team Leader Northern Monitoring detailing the expansivity of the foundation soils over the building sites based on testing in accordance with the requirements of AS2870.

Specific geotechnical investigation for spoil disposal areas

25. Prior to earthworks activities commencing for stage 1 and 2 (whichever is relevant), the consent holder shall provide a specific geotechnical investigation for each of the spoil disposal areas. This report shall be provided to the satisfaction of Council’s Team Leader Northern Monitoring.

Detailed design of spoil disposal areas

26. Prior to earthworks activities commencing for stage 1 and 2 (whichever is relevant), the consent holder shall provide a detailed design of each spoil disposal area, including details of any haul roads, to the satisfaction of Council’s Team Leader Northern Monitoring. Such areas shall be based on the principles of the concept design drawings referenced in Condition 1 and take into account the recommendations of the specific geotechnical investigation required by Condition 25.

Advice note: the detailed design of the spoil disposal areas shall be included in the CEMP required by Condition 7 and the ESCP required by Condition 33.

Monitoring of spoil disposal areas

27. Prior to earthworks activities commencing for Stage 1 and 2 (whichever is relevant), the consent holder shall submit a monitoring regime for the spoil disposal areas to the satisfaction of Council’s Team Leader Northern Monitoring. The purpose of the monitoring is to confirm localised instability is not occurring along the batters (leading to siltation issues) and to provide appropriate remediation if any such issues are identified. Monitoring shall be carried out for at least one year, and if no issues are uncovered, to the satisfaction of Council’s Team Leader Northern Monitoring, then monitoring may cease.

The consent holder shall carry out monitoring of the spoil disposal areas in accordance with the monitoring programme.

Advice note: the ongoing responsibility for such monitoring shall be carried out by the Incorporated Society that will be established in accordance with Condition 119.

Retaining walls

28. Unless otherwise agreed in accordance with Condition 29, the maximum height of any retaining wall shall be 2.0 metres (being the total combined height of cut and/or fill 2.0 metres) as measured from finished ground level. Any retaining walls greater than 1.3 metres in height as measured from finished ground level shall include planting to either overhang the wall, or grow up against it to the satisfaction of Team Leader Northern Monitoring.


29. For any retaining wall greater than 2.0m the consent holder shall address the visual effects of the retaining wall when viewed from any public place or private property and be subject to specific design and certification by a Chartered Professional Engineer experienced in geomechanics. Prior to construction commencing, this information shall be provided to the satisfaction of Council's Team Leader Northern Monitoring.

Specific conditions – Regional Earthworks SLC-66696 (NRSI 46671)

Lapse date




Evaluation and Reporting

31. The consent holder shall submit to the Team Leader Northern Monitoring an Annual Management Plan for the site containing the following information as required:

a. Areas to be earthworked and forest harvesting over the next 12 months (if any);

b. A revised Erosion and Sediment Control Plan as detailed in Condition 33 below;

c. Chemical Treatment Management Plan as required by Condition 40 including any revisions to the CTMP;

d. Results of any sampling carried out during the previous 12 months as required by Condition 42, including summarised rainfall record and assessment of results;

e. An assessment of effectiveness of erosion and sediment control measures and any sediment related effects on the receiving environment; and,

f. The change or improvement in erosion and sediment control measures in response to the sampling programme as required by Condition 42.

32. The Annual Management Plan shall be submitted no later than 10 working days before the preconstruction meeting as outlined in Condition 6 and annually on that date.

Erosion and sediment control plan

33. As required by Condition 31 above, a revised Erosion and Sediment Control Management Plan (ESCP) shall be prepared in accordance with Guideline Document 2016/005 and submitted to the Team Leader Northern Monitoring. No earthworks or forestry activity on the subject site shall commence until confirmation from Team Leader Northern Monitoring is provided that the ESCP satisfactorily meets the requirements of Guideline Document 2016/005, and the erosion and sediment control measures referred to in that plan have been constructed and certified.

Advice Note: The ESCP should contain sufficient detail to address the following matters:


o specific erosion and sediment control works (location, dimensions, capacity); o supporting calculations and design drawings; o catchment boundaries and contour information; o location of stockpiles; o Details of earthworks associated with the wastewater disposal system and the

access driveway; o details of construction methods; o timing and duration of construction and operation of control works (in relation to

the staging and sequencing of earthworks); o details relating to the management of exposed areas (e.g. grassing, mulching);

and, o monitoring and maintenance requirements. o Forestry timing.

In the event that minor modifications to the proposed erosion and sediment control measures are required, any such modifications should be in general accordance with, or exceed, the requirements of Auckland Council Guideline Document 2016/005, Erosion and Sediment Control Guide for Land Disturbing Activities in the Auckland Region. Modifications should be limited to the scope of this consent and as identified in the approved plans. Any changes to the erosion and sediment control measures which affect their performance or level of treatment they provide, may require an application to be made in accordance with section 127 of the RMA. Any minor amendments should be provided to the Team Leader Northern Monitoring, prior to implementation to confirm that they are within the scope of this consent.

It is anticipated that the ESCP will be carried out for each stage as required.

Specific Requirements for Sediment Retention Ponds and Decanting Earth Bunds

34. All decanting earth bunds utilised during earthworks shall be designed to ensure that they:

a. have a three (3) percent storage capacity, being at least three cubic metres of impoundment volume for every 100m2 of contributing catchment;

b. have a level invert and two layers of geotextile covering and pinned securely to the emergency spillway to prevent erosion;

c. use floating decant devices that discharge at a rate of 3 litres per second, per hectare of contributing catchment;

d. all decanting earth bunds (DEBs) shall be chemically treated in accordance with the Chemical Management Plan required under Condition 40.

Advice Note: The DEBs required by Condition 34 should be constructed in accordance with Auckland Council, Guideline Document 2016/005, Erosion & Sediment Control Guide for Land Disturbing Activities in the Auckland Region.


35. All decanting earth bunds and sediment retention ponds shall be cleaned out no less often than when 20% full of sediment, and removed sediment deposited in an area where it cannot wash into receiving waters.

36. All decanting earth bunds and sediment retention ponds shall be constructed to withstand a 100 year Average Recurrence Interval storm event without breaching and shall incorporate an emergency spillway to accommodate such an event.

Maintenance of erosion and sediment controls

37. The operational effectiveness and efficiency of all erosion and sediment control measures specifically required by the ESCP shall be maintained throughout the duration of earthworks activity, or until the site is permanently stabilised against erosion. A record of any maintenance work shall be kept and be supplied to the Team Leader Northern Monitoring on request.

As Builts

38. Prior to earthworks commencing, a certificate signed by an appropriately qualified and experienced engineer shall be submitted to the Team Leader Northern Monitoring, to certify that the erosion and sediment controls have been constructed in accordance with the erosion and sediment control plans as specified in Condition 33 of this consent.

Certified controls shall include, but not limited to:

a. Sediment retention ponds;

b. Decanting earth bunds;

c. Clean water and dirty water bunds/channels;

d. Silt fences and super silt fences.

The certification for these measures shall be supplied immediately upon completion of construction of those measures. Information supplied if applicable, shall include confirmation of compliance with Guideline Document 2016/005.

Seasonal Restrictions

39. No earthworks or streamworks on the site shall be undertaken between 30 April and 1 October in any year, without the prior written approval of the Team Leader Northern Monitoring at least two weeks prior to 30 April of any year. Revegetation/stabilisation is to be completed by 30 April in accordance with measures detailed in Guideline Document 2016/005 and any amendments to this document.

Chemical Treatment Plan

40. As required by Condition 31 above, a Chemical Treatment Management Plan (CTMP) shall be prepared in accordance with Council’s Chemical Treatment Guidelines and submitted to the Team Leader Northern Monitoring. No earthwork activities shall commence until confirmation is provided from council that the CTMP satisfactorily meets the requirements of


the above guidelines, and the measures referred to in that plan for the sediment retention pond(s) have been put in place.

Advice Note: The CTMP required by Condition 40 should include as a minimum:

o Specific design details of chemical treatment system based on a rainfall activated dosing methodology for the site’s sediment retention ponds and batch dosing requirements for the decanting earth bunds;

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

o Details of optimum dosage (including assumptions); o Results of initial chemical treatment trial; o A spill contingency plan; and o Details of the person or bodies that will hold responsibility for long term

operation and maintenance of the chemical treatment system and the organisational structure which will support this system.

Monitoring & Environmental Monitoring Plan

41. The sediment and erosion controls at the site of the works shall be inspected on a regular basis and within 24 hours of each rainstorm event that is likely to impair the function or performance of the controls. A record shall be maintained of the date, time and any maintenance undertaken in association with this condition which shall be forwarded to the Council on request.

42. Prior to the commencement of any earthworks, or the establishment of sediment and erosion controls on the site, the consent holder shall provide for the written approval of the Team Leader Northern Monitoring an Adaptive Environmental Monitoring and Management Reporting Plan (AEMMRP) outlining how they will monitor and report on the effects of the sediment discharge and adapt the sediment and erosion control management plan for the earthworks activity. The AEMMRP shall include, but not be limited to:

a. Details of sediment discharge monitoring from the site including a water quality sampling regime for rain events in excess of an accumulated 25mm in any 24 hour period or 15mm in any 1 hour period. Samples should be collected within 12 hours of the rainfall trigger being reached and include samples of the discharge point from any sediment retention pond as well as downstream and/or upstream water samples,

b. Details outlining the reporting of these results including testing for Total Suspended Solids, visual assessments taken at sampling time (photographs) and analysis of the results,

c. Details of the triggers that will be established to determine the need for any adaptive monitoring approach,

d. Any proposed actions to be taken where triggers are exceeded,

e. A management framework outlining the parties responsible for sampling, testing, analysis and reporting of results to the Council,


f. Details of ecological monitoring to determine the effects of sediment discharge on the freshwater receiving environment and which analyses the effects being generated and make recommendations, if required, to remedy those effects.

43. No earthworks shall commence on site until the consent holder receives written approval of the AEMMRP from the Team Leader Northern Monitoring.

44. In the event of a failure of any erosion and sediment control device, where an uncontrolled discharge occurs to a permanent or intermittent freshwater body, wetland or estuarine/marine environment the consent holder shall:

a. ensure that the Team Leader Northern Monitoring is notified immediately;

b. engage a suitably qualified ecologist(s) who shall inspect the relevant area within 24 hours of the consent holder becoming aware of the discharge and monitor the ecological values where and when appropriate;

c. either repair or replace the device as soon as practicable;

d. review the reasons for the failure and, as soon as practicable following the failure, carry out a review of, and any appropriate repair works on, all other erosion and sediment control and devices; and

e. where the ecologist considers there has been an adverse effect that is more than minor and is not temporary, confirm an appropriate course of action in consultation with the Team Leader, Northern Monitoring and subject to approval shall implement the certified course of action.

Stabilisation

45. All earthworks area shall be progressively stabilised against erosion in accordance with Guideline Document 2016/005 as soon as practicable, or within 10 working days of completion whichever occurs first.

46. Within 10 working days following abandonment or completion of earthworks on the subject site all areas of bare earth shall be permanently stabilised against erosion to the satisfaction of the Team Leader Northern Monitoring.

Advice Note: Should the earthworks be completed or abandoned, bare areas of earth shall be permanently stabilised against erosion. Measures may include:

o the use of mulching o top-soiling, grassing and mulching of otherwise bare areas of earth o aggregate or vegetative cover that has obtained a density of more than 80% of

a normal pasture sward.

The on-going monitoring of these measures is the responsibility of the consent holder. It is recommended that you discuss any potential measures with the Council’s monitoring officer who will guide you on the most appropriate approach to take. Please contact the Team Leader, Northern Monitoring [email protected] or via the call centre on or 09 301 0101 for


mailto:[email protected]

more details. Alternatively, please refer to Auckland Council, Guideline Document 2016/005, Erosion & Sediment Control: Guide for Land Disturbing Activities in the Auckland Region.

No deposition on public roads

47. There shall be no deposition of earth, mud, dirt or other debris on any public road or footpath resulting from earthworks activity 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.

Dust control

48. There shall be no airborne or deposited dust beyond the subject site as a result of the activity, that in the opinion of the Team Leader Northern Monitoring is noxious, offensive or objectionable.

Advice Note: In order to manage dust on the site consideration should be given to adopting the following management techniques:

o stopping of works during high winds o watering of haul roads, stockpiles and manoeuvring areas during dry periods o installation and maintenance of wind fences and vegetated strips o grassing or covering of stockpiles o retention of existing shelter belts and vegetation o positioning of haul roads, manoeuvring areas and stockpiles or the staging of

works ( in relation to sensitive receptors such as dwellings).

In assessing whether the effects are noxious, offensive or objectionable, the following factors will form important considerations:

o The frequency of dust nuisance events o The intensity of events, as indicated by dust quantity and the degree of

nuisance o The duration of each dust nuisance event o The offensiveness of the discharge, having regard to the nature of the dust o The location of the dust nuisance, having regard to the sensitivity of the

receiving environment.

Specific conditions – Stormwater Discharge REG-66699 (NRSI 45716)

Lapse date





Duration

50. Permit REG-66699 shall expire 35 years from the date it has been granted unless it has been surrendered or cancelled at an earlier date pursuant to the RMA.

Stormwater management works

51. The following stormwater management works shall be constructed for the following catchment areas and design requirements, and shall be completed prior to construction of further impervious surfaces:

Works to be undertaken

Catchment area

impervious

Design requirements

Rain re-use tanks Roof impervious areas PAUP SMAF rules.

Level spreaders or other suitable devices to prevent concentrated flow from the overflow of the tank

Filter strip (road sheet flow)

All road areas where the diversion of stormwater to filter strips can be achieved

As per the Civil Design Report in appendix 8 of the application

Vegetated road side drain

All road areas where the diversion of stormwater to a filter strip cannot be achieved due to site constraints

As per the Civil Design Report in appendix 8 of the application

Watson Road wetland Intersection of SH1 and Watson Road

TP10 Auckland Regional Council Technical Publication providing guidance on the preferred design approach to stormwater management devices.

Outlets of the road drainage system

road areas that cannot discharge to filter strips

As per the Outfall Toolbox, dated April 2016

Bush reforestation Total area of 60ha N/A

Building material for all diversion structures (roofs, gutters, kerbs, etc.)

All buildings Inert building material

51A. The consent holder shall maintain stormwater runoff flows, volumes, and times for the 10 year ARI storm event to equal or less than pre-development levels (equivalent of a forested surface) for stormwater discharges into each downstream catchment,as soon as practicable and within 18 months of forestry harvesting.


52A. The Consent Holder shall ensure that the design of stormwater drainage and earthworks does not result in any increase in flooding within the immediate adjacent areas of the Project footprint or the downstream receiving environment beyond pre-existing levels, as soon as practicable and within 18 months of forestry harvesting.

52B. The consent holder must provide hydraulic calculations prior to forestry harvesting activities showing the actual scope and staging of the harvesting activities and related regeneration of native bush. The calculations are to be provided to the Team Leader Northern Monitoring, at least 2 months prior to implementation to demonstrate compliance with Conditions 51A and 52A.

Modifications approval

52. In the event that any modifications to the stormwater management system are required, that will not result in an application pursuant to section 127 of the RMA, the following information shall be provided:

a. Plans and drawings outlining the details of the modifications; and

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

All information shall be submitted to, and approved by the Team Leader Northern Monitoring, prior to implementation.

Advice Note: All proposed changes must be discussed with the Team Leader Northern Monitoring, prior to implementation. Any changes to the proposal which will affect the capacity or performance of the stormwater management system will require an application to Council pursuant to section 127 of the RMA.

Post-construction meeting

53. 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 Northern Monitoring; and

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

Advice Note: To arrange the post-construction meeting required by this consent, please contact the Team Leader Northern Monitoring.

Certification of stormwater management works (As-Built Plans)

54. As-Built certification and plans of the stormwater management works, which are certified (signed) by a suitably qualified registered stormwater engineer as a true record of the stormwater management system, shall be provided to the Team Leader Northern Monitoring for approval.


The As-Built Plans shall be provided to the Team Leader Northern Monitoring 5 working days prior to the post-construction meeting required by this consent.

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

a. Location and dimensions of stormwater treatment device; and

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

Monitoring

55. All stormwater outlets shall be monitored for outlet and downstream erosion in accordance with the following table:

Frequency Action

During the first 5 years of operation

Monthly for first year, 3 monthly following

Inspect inlets and outlets for scouring and erosion. Assess extent of erosion and follow the outlet design flow chart as per application

Inspect stilling basins for signs of short circuiting or uneven flows. Repair as necessary and discuss requirements for redesign with the Team Leader Northern Monitoring

After storm events

Inspect inlets and outlets for scouring and erosion. Assess extent of erosion and follow the outlet design flow chart as per application


After the first 5 years of operation

Yearly Inspect inlets and outlets for scouring and erosion. Inspect the ground stability at each outlet. Repair as necessary


After storm events

Inspect inlets and outlets for scouring and erosion. Repair as necessary


56. The monitoring results and if required an action plan to mitigate outlet and downstream erosion and any ground stability issues shall be submitted to the Team Leader Northern Monitoring within 20 working days


Operation and maintenance

57. Final Operation and Maintenance Plan for the stormwater management and treatment system shall be developed and sent to the Team Leader Northern Monitoring five days prior to the post construction meeting.

58. The Operation and Maintenance Plan shall set out how the stormwater management and treatment system is to be operated and maintained to ensure adverse environmental effects are minimised. The plan shall include, but not be limited to:

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

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

c. A programme for post storm maintenance;

d. General inspection checklists for all aspects of the stormwater management system, including visual checks;

e. Details of who will hold responsibility for long-term maintenance of the stormwater management system;

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

Maintenance report

60. A maintenance report shall be provided to the Team Leader Northern Monitoring on request. The maintenance report shall include but not be limited to the following:

a. Details of who is responsible for maintenance of the stormwater management system;

b. Details of any maintenance undertaken; and

c. Details of what inspections were completed over the preceding twelve months.

61. Details of all inspections and maintenance for the stormwater management system for the preceding three years shall be retained.

Overland flow paths

62. For stormwater flows in excess of the capacity of the primary drainage systems, major secondary flow paths shall be provided and kept free from significant obstructions such as buildings and solid fences to allow surplus stormwater from critical storms to discharge with the minimum of nuisance and damage.

Specific conditions – Streamworks REG-66698 (NRSI 45722)

Lapse date





Duration

64. Permit REG-66698 shall expire 35 years from the date it has been granted unless it has been surrendered or cancelled at an earlier date pursuant to the RMA.

Seasonal Restrictions

65. No streamworks on the site shall be undertaken between 30 April and 1 October in any year, without the prior written approval of the Team Leader Northern Monitoring at least two weeks prior to 30 April of any year. Revegetation/stabilisation of the works site is to be completed by 30 April in accordance with measures detailed in Guideline Document 2016/005 and any amendments to this document.

Pre-commencement information to be submitted

66. Prior to the pre-start meeting required by Condition 6, the following finalised plans shall be prepared and submitted to the satisfaction of Council’s Team Leader Northern Monitoring:

a. Streamworks methodology;

b. Spoil disposal areas design details for all diversion channels;

c. Native fish relocation plan; and

d. Stream mitigation plan.

No streamworks activity on the subject site shall commence until confirmation from the Team Leader Northern Monitoring is provided that the above plans are satisfactory.

Advice note: streamworks includes any reclamation and diversion.

66A. Prior to the commencement of the streamworks activity, the consent holder shall provide confirmation of the mechanism to ensure protection in perpetuity of the proposed mitigation areas, comprising no less than 16.3km stream length and as required by Condition 67.

During work requirements

67. The consent holder shall undertake on site stream mitigation work within the area identified shown in figure 14 (dated 7July 2016) of the Assessment of Ecological Effects report (prepared Boffa Miskell Limited), which is of a sufficient amount to offset the loss of 235m of permanent stream and 1,314m intermittent stream bed length (or part thereof) on the subject site authorised by the granting of this consent. Upon the completion of the streamworks within the four spoil disposal areas, the amount of environmental mitigation works at the offset mitigation stream site shall meet 16.3km of stream length being mitigated.

The environmental compensation shall:

a. Result in a length of 16.3 km lineal length of open stream channel being restored by planting riparian margins on each side of the stream bank, and


b. Riparian margins must equate to 10m minimum each side of the stream when adjoining other restoration areas and 20m each side of the stream in all other areas and measured from the wetted stream channel margin.

Stream mitigation plan

68. A Stream Mitigation Plan for each of the spoil disposal areas, shall be submitted to the satisfaction of Council’s Team Leader Northern Monitoring prior to the pre-start meeting referred to in Condition 6. The stream mitigation plan shall contain but not be limited to:

a. Plans identifying riparian planting areas;

b. Outlining how all riparian planting shall be in accordance with the Auckland Regional Council Riparian Zone Management Strategy for the Auckland Region, Technical Publication 148, June 2001 (TP148): riparian planting plans, methodologies, timing of works and maintenance schedules (“the mitigation plan”);

c. Appropriate species list including planting densities;

d. Details regarding the protection covenant for the whole stream mitigation area;

e. A monitoring and maintenance plan for a period of five years to ensure that a 90% survival rate and canopy closure is achieved;

f. A weed management plan to ensure that the mitigation planting remains weed free for the length of the monitoring and maintenance period of five years.

Maintenance of mitigation planting

69. Plant maintenance in accordance with the Stream Mitigation Plan required by Condition 68 above, shall occur for 5 years and achieve canopy closure. The 5 year maintenance period shall commence once all the mitigation (planting) works have been completed.

70. Written confirmation shall be provided to the Team Leader Northern Monitoring, within 30 days of the stream mitigation being completed confirming that all stream mitigation works have been completed in accordance with the Stream Mitigation Plan in Condition 67 and 68.

Fish relocation

71. Any stream dewatering and diversion shall only be carried out after the fish relocation has been successful carried out in accordance with the fish relocation plan submitted and approved in Condition 66.

72. A suitably qualified freshwater ecologist shall conduct the fish relocation as per the approved fish relocation plan required in Conditions 66 and 71 and shall be on site during dewatering to rescue and relocate any native fish present.

73. A fish relocation summary, containing information regarding the species and number of fish relocated from what areas prior to and during dewatering, shall be provided to the Team Leader Northern Monitoring within 5 days of completion of dewatering.


Stream mitigation planting

74. The stream mitigation works detailed under Conditions 67 and 68 above and depicted in the figure 14 (dated 8 July 2016) of the Assessment of Ecological Effects report, shall be completed within the first planting season after the completion of each spoil disposal area. All planting shall be carried out between the months of May to August. The restoration of the SA 208 restoration areas adjoining the stream mitigation areas shall be undertaken at the same time as the stream mitigation works to ensure that 20m riparian margins are achieved as inferred by the Stream Ecological Value model.

Streamworks to be carried out during fine weather periods

75. Streamworks shall only be carried out during periods when all flows can be diverted around the area of works and a two day weather forecast predicts no rainfall for the site location. During periods of flow greater than the capacity of the diversion required by Condition 66, up to and including the 100 year flood event, a stabilised flow path shall be provided to ensure no scour or erosion occurs and so that flows can pass safely around or through the area of works with minimum nuisance and damage and with no greater than natural sediment generation or discharge.

Maintenance of stream diversion

76. The operational effectiveness and efficiency of all stream diversions and associated measures specifically required as a condition of resource consent or streamworks methodologies referred to in Conditions 1 and 66, shall be maintained throughout the duration of the streamworks consent.

Use of machinery

77. All machinery shall be operated in a way, which ensures that spillages of fuel, oil and similar contaminants are prevented, particularly during stabilisation and machinery servicing and maintenance. Refuelling and lubrication activities shall be carried out away from any water body and its riparian margins such that any spillage can be contained so it does not enter the watercourse associated with this consent. The use of grouts and concrete products shall also be limited adjacent to the watercourse with all mixing of products carried out outside the 100 year floodplain area such that any spillage can be contained so it does not enter the watercourses associated with this consent. The use of machinery in riparian margins should be avoided or minimized to limit unintended compaction.

Confirmation and inspection of stream diversions

78. Written confirmation shall be provided to the Team Leader Northern Monitoring, at least four weeks prior that the diversion channels within the spoil disposal areas are to be made operational. The consent holder’s ecologist shall arrange for a joint inspection of the diversion channels within each SDA’s channel with a suitably qualified Auckland Council Freshwater Ecologist within 2 weeks prior to diversion channels becoming operational, to confirm that fish passage is maintained were appropriate, the stream diversion channels are designed in accordance with the approved design required by Condition 66 and to specifications outlined within the Updated Assessment of Ecological Effects in Condition 1.


Any concerns raised by the suitably qualified Auckland Council Freshwater Ecologist shall be addressed prior to the diversion channels within the SDA’s becoming operational.

78A The Consent Holder shall establish a Freshwater Monitoring Programme to monitor the effects of the project on the freshwater receiving environment. This will include pre-construction baseline monitoring followed by annual monitoring of the principal site water courses, to continue for a period of five years after completion of construction.

Monitoring shall be undertaken to confirm baseline environmental conditions, represented by:

a. Sediment quality and benthic invertebrate community compositions;

b. Fish distribution, macroinvertebrates, periphyton, and habitats, using sections 4 and 5 of the SEV methodology (Auckland Council TR2011/009); and

c. Water quality, limited to temperature, dissolved oxygen, TSS, pH, turbidity, nitrogen and phosphorus.

The consent holder shall provide to the Team Leader Northern Monitoring the results of the baseline monitoring with 60 working days of the final baseline monitoring being undertaken.

The consent holder shall prepare and submit an annual monitoring report to Auckland Council that addresses the matters in this condition 78A i-iii and assesses the environmental state and trends in the freshwater receiving environments.

78B. The consent holder shall engage a suitably qualified person to monitor the SEV of the mitigation sites and the constructed stream channels at no less than three (3), five (5) and seven (7) years after completion of the mitigation or construction works (or until the monitoring shows that the mitigation sites or constructed stream channels have achieved the predicted SEV values, whichever is the lesser time frame). Monitoring shall be undertaken at times that avoid transient conditions, such as flood events.

78C. The consent holder shall provide the SEV assessments (and associated calculations) used for the monitoring required by condition 78B and compare the values to the predicted SEV values within Table 18 of the Updated Assessment of Ecological Effects, dated 7 July 2016 to the satisfaction of Team Leader Northern Monitoring.

78D. Where the monitoring concludes that the SEV values of the mitigation streams and constructed stream channel have not reached the predicted SEV values within seven (7) years after the completion of the mitigation or construction of the stream channel, a Further Mitigation Works Plan shall be prepared, to the satisfaction of the Team Leader Northern Monitoring, which proposes repair or improvement of mitigation works along the existing mitigation stream reaches and constructed stream reach and further monitoring at two yearly intervals, until such time that the requirements of the Further Mitigation Works Plan are achieved.

78E. The consent holder shall implement any additional mitigation identified by the Further Mitigation Works Plan within 6 months of the approval by the Team Leader Northern Monitoring or during the next planting season (whichever is appropriate to the measures adopted).


Abandonment or completion

79. Upon abandonment or completion of the streamworks on the subject site all areas of bare streambed and earth shall be permanently stabilised against erosion to the satisfaction of the Team Leader Northern Monitoring.

Advice Note: Measures may include:

o the use of mulching o top-soiling, grassing and mulching of otherwise bare areas of earth o aggregate or vegetative cover that has obtained a density of more than 80% of

a normal pasture sward o Channel stabilisation using cocofibre or geotextile

The on-going monitoring of these measures is the responsibility of the consent holder. It is recommended that you discuss any potential measures with the Council’s monitoring officer who will guide you on the most appropriate approach to take. Please contact the Team Leader Northern Monitoring. Alternatively, please refer to Auckland Council, Guideline Document 2016/005, Erosion & Sediment Control: Guide for Land Disturbing Activities in the Auckland Region.

Specific conditions – subdivision consent SLC-66696

Lapse date


a. A survey plan is submitted to Council for approval under section 223 of the RMA before the consent lapses, and that plan is deposited within three years of the approval date in accordance with section 224 of the RMA; or

81. An application under section 125 of the RMA is made to the council before the consent lapses (ten years) to extend the period after which the consent lapses and the council grants an extension.

Survey Plan Approval (s223 RMA) Conditions

82. For each stage, the consent holder shall satisfy Conditions 82 to 88 prior to s223 RMA approval.

83. The consent holder shall submit a survey plan in accordance with the approved resource consent subdivision plan. The survey plan shall show roads to vest, any easements, amalgamations, bush protection and other covenant areas required by this subdivision consent.

84. All of the proposed roads shown on the scheme plan of proposed subdivision shall vest in the council as public roads. The consent holder shall meet all costs associated with the vesting of the roads.


85. All jointly owned access lots shall be held as to undivided shares by the owners of lots as tenants in common in the said shares and individual computer registers (certificates of title) shall be issued

86. The rights-of-way, stormwater easements and any services easements over parts of relevant lots shall be included in a memorandum of easements endorsed on the survey plan and shall be duly granted or reserved. The consent holder shall meet the costs for the preparation, review and registration of the easement instruments on the relevant computer registers (certificates of title).

Final road stopping plan

87. Prior to the approval of the survey plan for the subdivision, the consent holder shall provide evidence that the relevant sections of road have been stopped and form part of the application site.

Title amalgamation

88. The consent holder shall not without the consent of the council transfer or lease or otherwise dispose of any of these parcels of land except in conjunction with the others as referenced in the table below:

Stage Proposed Titles Existing Titles Extinguished (including part titles)

Bdy Adjustment Entitlements used

No. of Existing Titles to be Amalgamated

1 16 8 16 8

2 64 6 20 28

3 35 14 0

4 59 0 0

5 33 8 0

Total 207 36 36

89. Condition 87 shall be incorporated into a covenant pursuant to s220(2) of the RMA. The covenant shall be signed by the registered owners and the signed covenant received by the council before the council will approve the survey plan pursuant to s223 of the RMA.

Section 224(c) RMA Compliance Conditions

90. That a certificate pursuant to section 224(c) of the RMA will not be issued until Conditions 90 to 122, and the specific stage conditions, have been met to the satisfaction of the Council and at the applicant's/consent holder’s expense.

As built record plans

As Built record plans to requirements of the Council's “Standards for Engineering Design and Construction” shall be submitted to the satisfaction of Council’s Team Leader Northern Monitoring,


As built information shall include the remedial works for the Watson Road landslide remedial works.

Works on public land includes Moir Hill Rd and unformed “paper” roads

91. Reinstatement of the surface(s) within or adjoining public land including legal road shall be completed as soon as possible on completion of the works affecting the said surface(s), and until such reinstatement is completed the requirements of the verified Traffic Management Plan and Health and Safety Plan shall be complied with in all respects.

Provide for road lighting

92. Lighting is to be provided to ATCOP and AS/NZS: 1158 standard for the intersections of SH1/Moir Hill Road and SH1/Watson Road. Flag lighting shall be provided at intersections (both public road and private road intersections).

Advice Note: Flag lighting design must ensure minimum impact on fauna.

Design of crossings

93. The design of crossings (shape and visibility), shall meet AT Engineering Standards

94. Construction of all crossings, irrespective of location, shall be to AT Engineering Standards.

Construction of public roads

95. All public roads shall be constructed to engineering standards.

96. Vertical gradients on public roads shall not exceed 12.5%, except that they may be up to 16.5% on sections of road where:

a. traffic flows are not expected to exceed 250 vehicle movements per day following completion of the proposed development; or

b. on a limited section of Redwood Road where it is considered that road safety, operation and maintenance will not be unduly affected by such a gradient. The detailed design of such a section of road shall be to the satisfaction of Council’s Team Leader Northern Monitoring.

97. At the end of each Public Road or Private Road a turning head shall be provided at a flat gradient (no greater than 5%) with manoeuvring space to allow for a standard 8m truck to turn around comfortably. The turning head shall ensure sufficient space is provided for any servicing requirements such as rubbish collection, utility boxes, letterboxes etc. At the start of each private accessway it shall be ensured that sufficient space is provided within the vested road reserve to provide for the same servicing requirements.

Advice note: The scheme plans do not show adequate room for a turning head at the end of each of the public roads. Council will therefore likely require that the scheme plans submitted be modified at the Engineering Plan stage to allow for the physical works to be constructed within road reserve. In the example at the end of the Watson Road the cul de sac geometry may result in a simple solution being a turning head which extends to the northern property boundary. An extension of the


legal road to the adjoining property boundary will also provide for future servicing of the adjoining property.

98. The consent holder shall ensure that the public roads are designed to meet a 50km/h design speed, with an allowance for Advanced Sight Visibility for a 60km/h design speed. Where sections of public road cannot meet this design speed, mitigation measures shall be included. Where sections of road physically allow for speeds in excess of 50 km/h the road design needs to include traffic calming measures to ensure this speed cannot be exceeded. In both cases the mitigation measures and the road design are to be approved in consultation with AT. Prior to the road being vested the consent holder shall consult with AT regarding the speed limit which will apply on the roads. Once the speed limit has been confirmed appropriate speed limit signage shall be provided at any speed zone changes with repeater signage provided as required to meet the design standards current at the time of installation.

Advice Note: Invoking a speed limit on a new road is a process which is outlined by the Road User Rule: Setting of Speed Limits 2003. This involves the matching of the road features to set criteria outlined by the NZTA standards and requires consultation with other parties such as emergency services. To ensure this process is completed in a timely manner it is recommended that the consent holder approach AT to initiate this review process well before vesting of the road is to occur. AT will assist in managing the review process and with consultation with relevant stakeholders. The Setting of Speed Limits Rule is likely to be superseded in the near future and, if this occurs before the new roads are vested, these new standards will need to be met.

99. The design and construction of all battered slopes within the road reserve shall be no steeper than 1:3, unless cut into a solid rock face which has been determined to be sufficiently stable by a suitably qualified Geotechnical Engineer. Where the rock face has been confirmed to be stable the maximum slope shall be 1:0.5.

100. A Road Safety Audit (RSA) shall be undertaken by a suitably qualified independent traffic engineer as part of the detailed design of the roads to be vested as public roads, including Moir Hill Road. The audit shall occur prior to the construction of each stage of development. The design shall be amended in accordance with the findings of the safety audit. In terms of the Safety Audit process, Auckland Transport (AT) shall provide ‘Safety Review’ comments and ‘Client Decisions’ on each item raised in the audit. After construction of the roads and prior to vesting a second RSA shall be undertaken with any issues identified and rectified prior to vesting.

100A. If roadside safety barrier systems are required on new subdivision roads, these systems shall comply with the Auckland Transport Code of Practice Chapter 9 - Roadside Restraint Devices or if an alternative system is proposed, approval for their use must be obtained from Council's Team Leader Northern Monitoring and/or Auckland Transport Road Corridor Operations Manager.


Construction of private roads

Advice note: the Jointly Owned Access lots (JOAL) shown on the scheme plans (which serve more than 5 lots) are referred to as ‘private roads’ in the conditions below. All accesses that serve 5 or less lots are Rights of Way (ROW).

101. Private roads and ROWs shall have a maximum vertical gradient of 20%.

102. Each private road shall be required to have an entrance feature and/or signage to advise of the start of the private road. Signage details shall be submitted to Council’s satisfaction as part of the engineering plan approval process.

103. All vehicle crossings shall be constructed to a rural concrete standard to the Council’s “Standards for Engineering Design and Construction”. The first 20 metres from a sealed road within any Lot and any sections with a grade greater than 1 in 8 shall also be to a rural concrete standard.

Construction of common area at intersections of public and private roads

104. The common area, all parking and manoeuvring areas and vehicle crossing shall be constructed to the private way requirements of the Council’s “Standards for Engineering Design and Construction”.

Signage at all private road / accessways

105. The consent holder shall, to the satisfaction of Council’s Team Leader Northern Monitoring, install and maintain signage at the entrance to all private road / accessways to indicate that the access is privately owned and maintained, indicate the anticipated speed limit and to note that the access is a shared space with pedestrians and cyclists.

Maintenance of ROW

106. The Consent Holder shall enter into an agreement prepared at his/her expense, binding the owners of all Lots with an interest in the rights of way/common access lots. The agreement is to ensure that the rights of way/common access lot pavement and drainage structures are maintained in perpetuity, and shall establish an equitable cost share for the maintenance work. The agreement shall provide that the Easement may not be varied without the prior approval of the Council. The agreement shall be submitted to the Council’s Manager Legal Services for approval, and on deposit of the Plan shall be registered on the Titles of all Lots with an interest in the rights of way/common access lots, at the Consent Holder’s expense. Proof of registration must be presented to the Manager Legal Services within one month of deposit of the Plan.

Common private stormwater disposal on private Access Lots

107. Provide and install, and thereafter maintain in perpetuity, the common private stormwater collection and disposal system to serve Private Roads and ROWs within the subdivision, to the requirements of the report prepared by Tonkin and Taylor, Moir Hill Subdivision, Subdivision Consent Civil Design Report Prepared for Asia Pacific International (NZ) Group (API), dated January 2016 and the Council’s “Standards for Engineering Design and Construction”.


Upgrading Moir Hill Road

108. Prior to occupation of any dwellings in Stage 3, 4 or 5, Moir Hill Road shall be upgraded to form a sealed carriageway in accordance with Tonkin and Taylor Drawing 30807 – 205 rev 3. Testing must be undertaken to determine the existing pavement is capable of being sealed and where deficiencies are found the pavement shall be rehabilitated or stabilised to ensure minimum pavement standards can be met to allow for a sealed surface.

Construction of crossings and fencing on to Moir Hill Road (Stage 4 and 5)

109. The vehicle crossings to the boundary of Lots 168, 169, 170, 171, 192 and 193 shall be constructed to the rural standards of the “Standards for Engineering Design and Construction”.

110. A fence across the front of Lots 168, 169, 170, 171, 192 and 193 shall be constructed on the road boundary.

Consent-works completion certificate

111. The consent holder shall obtain a Consent-Works Completion Certificate from the Development Engineer for all works required to vest in the Council by these consent conditions. Issue of such Certificate will be subject to the satisfactory completion, testing, and documentation, as appropriate, in terms of the “Standards for Engineering Design and Construction” and these conditions.

Provide for electric power

112. Written confirmation shall be provided from the electricity network supplier responsible for the area, that provision of an underground electric supply has been made available to all saleable lots created and that all the network supplier’s requirements for making such means of supply available have been met or satisfactory arrangements have been concluded with the Consent Holder to complete the provision of the supply.

Provide for communications

113. Written confirmation shall be provided from the communications network supplier responsible for the area, that provision of underground telecommunication services has been made available to all saleable lots created and that all the network supplier’s requirements for making such services available have been met or satisfactory arrangements have been concluded with the Consent Holder to complete the provision of the service.

New road name required for private roads and private ways serving more than 5 lots

114. The Consent Holder shall suggest to the Council names for all new roads and private roads shown on the Scheme Plan after consulting the local iwi for comment, together with clearance from [email protected] so that duplication of the name in any other part of the Auckland region is avoided. The Council Surveyor should be consulted in the first instance in regard to the appropriateness of the name and road type. When a name has been resolved with Local Board approval, the Consent Holder shall erect nameplates, in accordance with the Council's “Standards for Engineering Design and Construction”.


mailto:[email protected]

Advice Note: This process should be commenced early so road names are available before s224(c) RMA certificates are applied for.

Construction of stormwater infrastructure

115. All stormwater infrastructure required by the stormwater discharge consent shall be carried out to the satisfaction of Council’s Team Leader Northern monitoring.

Final weed and pest management plan to be provided

116. The consent holder shall prepare stage-specific weed and animal pest management plans to the satisfaction of Council’s Team Leader Northern monitoring. The weed and animal pest management plans shall include:

a. Relevant information related to the specific stage, details the weed and animal pest survey and monitoring that has been undertaken, pest species present and possible incursions/risks to the site.

b. Management methods proposed for all species, including information on but not limited to: control methods available; reasoning for choice of control methods; best practice information; timing of control; precautions and certifications required for certain methods of control; and monitoring requirements.

c. How weed and pest management across the entire development area will be integrated (to be updated after each stage).

Fencing plan

117. The consent holder shall prepare a final fencing plan for to the satisfaction of Council’s Team Leader Northern monitoring. The plan shall include details of proposed fencing of all external boundaries with grazing paddocks and provide information on how covenant boundaries will be demarcated to prevent encroachment.

Rehabilitation of unused forest roads

118. All unused forestry roads within balance areas shall be rehabilitated in accordance with the CRP, except where they may be required for maintenance or future walking tracks (being a maximum of 2.5m wide).

Establishment of Incorporated Society

119. The consent holder shall establish one incorporated society to comprise all the registered proprietors of the residential lots created under this consent, to the satisfaction of Council’s Team Leader Northern Monitoring, in accordance with the requirements set out in this consent.

Immediately upon establishment of the incorporated society, they shall establish a constitution or set of rules for approval from Team Leader Resource Consents, Northern Monitoring. The rules shall cover the matters identified in condition 119A below.

Responsibility of the incorporated society

119AThe Incorporated society shall have responsibility for the following:


a. Ongoing compliance with the conditions of consent SLC-66696, REG-66698 and REG-66699;

b. Ownership and management of all common areas to be protected by covenant and/or consent notice, including:

i. land to be permanently retired and rehabilitated,

ii. native vegetation,

iii. riparian margins (the area subject to stream mitigation) and

iv. as shown on the approved survey plan.

c. The management of these areas in general accordance with the weed and pest control management plan and the comprehensive rehabilitation plan, as approved in Condition 1.

d. Administration, maintenance and management of the private roads and rights of way as shown on the approved survey plan.

e. Implementation of the approved Moir Hill Design Guide.

f. Inspection and maintenance of the stormwater infrastructure within the common area.

g. Monitoring of the spoil disposal sites.

h. Setting and collecting an appropriate annual levy to society members for the costs associated with ownership, maintenance and management of all common areas including rehabilitated/ retired areas, native vegetation, riparian margins; and maintenance and management of private roads and rights of way. The rules shall identify a process for setting, collecting and enforcing payment of levies.

i. Engagement of a contractor to provide refuse management services for those lots served by the private road and right of way as shown on the approved survey plan.

j. Within 30 working days of the society being incorporated, the consent holder shall provide a copy of the certificate of incorporation from the Companies Office to the Council’s Team Leader Northern Monitoring.

Rules of the incorporated society

119B The rules of the incorporated society shall be amended at the end of each subdivision stage, to update the areas held in common, the private roads and rights of way and the associated apportionment of costs.

The amended rules shall be submitted to the satisfaction of Council’s Team Leader Northern Monitoring, for certification that all appropriate matters for each stage (as required by this consent) are included, prior to the release of the s224(c) RMA certificate at the end of each stage.

119C If the incorporated society seeks to amend the rules at any time, they shall submit the amended rules to Councils Team Leader Northern Monitoring. The rules shall not be


amended until written approval has been received from the Councils Team Leader Northern Monitoring.

119DThe Incorporated Society cannot be disestablished without the prior written consent of the Councils Team Leader, Northern Monitoring.

Membership of the incorporated society

119EThe consent holder shall be the founding member of the incorporated society.

The consent holder shall be responsible for the management and operation of the incorporated society until such time that the consent holder no longer holds any interest in the land

On becoming the registered proprietor of a Residential Lot in the Moir Hill Subdivision, the registered proprietor shall:

a. Automatically become a member of the incorporated society; and remain a Member of the incorporated society for so long as they are the registered proprietor of that residential Lot; and

b. To fulfil the obligations of a member as set out in the Rules of the incorporated society.

Identify building sites

120. Two copies of a plan certified and dated by a Registered Surveyor fixing the location and size of the identified building sites on all residential Lots by offsets from surveyed boundary pegs are to be provided to the Council.

Legal protection of stream mitigation

120A. The consent holder shall provide confirmation that any stream mitigation areas have been afforded legal protection in accordance with Conditions 66A and 68.

Consent notices

121. The consent holder shall register with the Registrar-General of Land a consent notice, under section 221 of the RMA, against the computer registers (certificates of title) for lots 1 - 10, 12-35, 37 - 43, 44 - 47,49 -56, 58 - 101, 103, 105-152, 154-163, 165-173, 175-182, 216, 183-215 and contingency lots A – D (should these be used). The consent notices shall record that condition/s (a) – (z) are to be complied with on a continuing basis.

Front Yard setback

a. The front yard setback for Lots 2, 34, 35, 47 and 159 can be reduced to 5m without needing further resource consent.

Wastewater

b. Unless equivalent or better suitable land is available closer to the dwelling (within the specified Proposed Building Limit Area – marked in green in the Tonkin & Taylor plans), the Primary On-site Disposal Field per lot shall be located within the specified wastewater


disposal field in the Tonkin and Taylor Wastewater Plans, titled “API Group Ltd., Moir Hill Subdivision” (with disposal areas marked in pink or blue in the plans), with references:

i. 30807: 2310-609 “Wastewater Legend & Site Plan”, Rev2 dated June 2016

ii. 30807: 2310-610 - 634 “Wastewater [-Street Name, Layout – Sheets 1 to 25]”, Rev6, dated June 2016.

c. The Primary On-site Disposal Field per lot shall be located on the most suitable least sloping land within the specified wastewater disposal area footprint on the Tonkin and Taylor Wastewater Plans for on-site disposal (or within more suitable land closer to the dwelling within the specified dwelling footprint).

d. The Primary On-site Disposal Field per lot shall be located on land that has a gradient of less than 25 degrees and ideally on land of less than 20 degrees and, as far as practicable away from any land on the site of over 25 degrees slope.

e. The Primary On-site Disposal Field per lot shall be sized for a design flow that incorporates conservative per person water usage allocation, according to the type of facilities and fixtures, in accordance with the Auckland Regional Council publication TP58 and a maximum areal loading rate of 3mm/day on slopes of 20 degrees or less and a maximum areal loading rate of 2mm/day on slopes of 20 degrees to 25 degrees.

Advice note: The consent holder is reminded that the design objectives used to establish the design wastewater flow per lot of 1,760 litres per day at subdivision stage were based on a dwelling of up to 5 bedrooms, a maximum occupancy of 8 persons and a conservative water usage allowance of 220 litres per person per day.

f. Reserve area provisions shall be sized in accordance with the requirements of Table 5.3 in TP58 (2004) and located within the specified wastewater disposal field footprint on the Tonkin and Taylor Wastewater Plans referred to in Condition 121b.

g. Where the specified wastewater disposal area footprint on the Tonkin and Taylor Wastewater Plans overlaps with the specified Proposed Building Limit Area, the provision of suitable land for the Primary On-site Disposal Field shall have priority over the location of a preferred building footprint and associated access provisions.

h. The Primary On-site Disposal Field per lot shall meet the minimum separation distances specified in Table 5.2 of TP58. This includes minimum separation distance of 15m to 25m depending on land slope (as covered in TP58) from downslope stormwater drains, overland flow paths and streams.

i. The Primary On-site Disposal Field per lot shall be located at least 10m from the edge of any haulage skidder tracks (used for prior logging activities). Where this separation distance cannot be achieved, this condition may be met by a discharge consent being obtained to authorise the discharge of wastewater in closer proximity to the haulage track and to cover any suitable remediation works in the haulage track area.

j. The Primary On-site Disposal Field shall not be located on land that has been identified as having moderate or high geotechnical risks.


k. The Primary On-site Disposal Field shall also be located at least 3m downslope of any land that contains field tile drains or counterfort drains. Where subsurface drainage lines exist in closer proximity or within or downslope of wastewater disposal areas, the consent holder shall demonstrate that the design ensures the wastewater, and any surface water runoff from the wastewater field, cannot enter the subsoil (counterfort or buttress) drains.

Advice note: The use of advanced secondary treatment system is recommmended on lots with disposal areas onto land where the gradient in excess of 15 degrees and/or where the discharge is within 20m of an overland flow path and/or the discharge is within 20m of a haulage skidder tracks (as a result of former logging activities).

Water tanks

l. An on-site water supply shall be provided for each lot by rain tanks collecting roof water with a minimum water storage volume of 80m³ (80,000L) (to meet water supply demands, hydrological mitigation and firefighting requirements).

When the water tanks are installed they shall be located a safe distance from any habitable dwelling in accordance with NZFS Fire Fighting Water Supplies Code of Practice SNZ PAS 4509:2008. The tanks used for the storage of firefighting water supplies shall be fitted with a 100mm female round thread suction hose adaptor in accordance with the NZFS Specification for Firefighting Waterway Equipment SNZ PAS 4505:2007.

m. The overflow from each water tank shall be directed to an existing nearby overland flow path and be diverted around structures and wastewater disposal fields.

Ongoing protection of bush / rehabilitated land

n. The lot owner shall ensure that all areas of planting shown in the Masterplan drawings A15057_210 – A15057_247 (prepared by Boffa Miskell, referenced in Condition 1) are maintained in accordance with the Weed Management Plan for Privately Owned Lots, prepared by Boffa Miskell and dated May 2016.

o. The portion of the allotment outside the Building Location Area(s) shall remain largely in its natural topographical state and shall be used primarily for native revegetation in accordance with the Moir Hill Comprehensive Rehabilitation Plan, June 2016 (prepared by Boffa Miskell, referenced in Condition 1)

Development of lots

p. All lots shall be developed in accordance with the Moir Hill Design Guideline (prepared by Boffa Miskell, dated 27 January 2016, Revision D) (MHDG), the Masterplan Drawings A15057_210 – A15057_247 (prepared by Boffa Miskell, referenced in Condition 1) and these conditions. Where conflict arises between these documents, these conditions shall prevail.

q. Some lots shall be subject to additional height and / or colour controls. The following controls shall apply to the following lots listed in the below Table:


Buildings, fencing and structures on all lots in the table below shall be finished in colours based on the British Standard BS5252:1977 with a 40% reflectivity value for greyness group A, 35% for group B and a 25% reflectivity value for greyness group C. Colours outside these groups are not permitted. This shall not apply to windows, window frames, barge boards, stormwater guttering, downpipes or doors. These items may be of any colour. Roof cladding shall have a colour with a reflectivity value of no more than 25% for greyness groups A and B and 10% for group C.

Additionally, buildings constructed on Lots 10, 124, 125 and 127 shall have an additional height control, limiting development to a maximum 5m in height.

Lot number Lot number Lot number Lot number

2 19 35 95

3 20 41 96

6 21 42 97

7 24 47 122

8 30 49 123

9 31 50 124

10 32 51 125

12 33 52 127

34 53

At the time of this decision being made, the vertical alignment of the Puhoi to Warkworth Motorway was not known. The above height restriction may be increased up to 8m and colour restriction shall not apply on Lots 2, 3, 6, 7, 8, 9, 10, 12, 95, 96, 97, 122, 123, 124, 125 and 127 should a further assessment be undertaken by an appropriately qualified and registered landscape architect and submitted to the satisfaction of Consents Manager (in consultation with Council’s Senior Landscape Architect), Auckland Council, to demonstrate that the effects on Puhoi to Warkworth Motorway users are minor/less than minor.

r. All ancillary buildings and structures, such as garages and water tanks, are to be designed to relate to the main dwelling in terms of bulk and scale, form and location. Water tanks shall either be located underground or built into the structure of buildings or associated decking/garden elements e.g. pergolas, while also complying with Condition 121. All buildings shall integrate chimneys, aerials, solar panels and satellite dishes within the overall roof design as best as practically possible. These structures shall not extend above the roofline by more than 1.5m.

s. The maximum height of any retaining wall shall be 2.0 metres (cut and/ or fill, i.e. the total combined height is 2.0 metres) as measured from finished ground level. Any retaining


walls greater than 1.3 metres in height (cut and/ or fill, i.e. the total combined height is 1.3 metres) as measured from finished ground level shall include planting to either overhang the wall, or grow up against it.

t. A retaining wall may be greater than 2.0m if the consent holder provides information, to the satisfaction of Council’s Team Leader Northern Monitoring (in consultation with Council’s Senior Landscape Architect), to demonstrate the requirement for the retaining wall to be greater than 2m, the alternative to not providing such a retaining wall and that the visual effects as a result of the retaining wall will be less than minor when viewed from any public place or private property. They shall also be subject to specific design and certification by a Chartered Professional Engineer experienced in geomechanics.

Lighting

u. Exterior light fixtures shall have covers or reflectors to direct light to the ground and shield the light source, to prevent glare and light pollution affecting neighbours and the wider area. Exterior light fixtures shall have covers or reflectors to direct light to the ground and shield the light source, to prevent glare and light pollution affecting neighbours and the wider area.

Maintenance of ROW’s

v. For each lot that gains physical access from a ROW, the maintenance of the ROW, common private stormwater collection and disposal system shall be the responsibility of the lot owners.

No cats ownership

w. In order to protect native fauna, there shall be no cat ownership within the subdivision and development.

Construction of access to building platform

x. The access from the road to the identified building site on each Lot shall be formed to a maximum grade of 1 vertical in 5 horizontal at any point and with particular regard to stormwater control. The earthworks shall be metalled or grassed or otherwise protected from wind and water erosion immediately on completion.

Outdoor fire safety

y. The lot owner is advised of the requirement to comply with the Outdoor Fire Safety Bylaw (2014) or any subsequent variations.

122. The consent holder shall register with the Registrar-General of Land a consent notice, under section 221 of the RMA, against the computer registers (certificates of title) for all balance lots. The consent notice/s shall record that Condition 122 is to be complied with on a continuing basis.

a. The ongoing legal and physical protection and maintenance of all rehabilitated areas is the responsibility of the incorporated society.


123. In addition to the general s224(c) RMA conditions above, Conditions 124 to shall also apply to their respective stages:

STAGE 1

Moir Hill vegetation removal / intersection improvements

124. The Moir Hill Road / SH1 intersection shall be upgraded, including vegetation removal, to the satisfaction of the relevant Road Controlling Authority.

125. The Consent Holder is solely responsible for the costs associated with the required upgrade of the Moir Hill Road / SH1 intersection associated with this development.

Riparian Planting

126. All riparian planting required by Condition 67 has been carried out.

STAGE 2

Upgrade of Watson Road / SH1 intersection

127. The consent holder shall upgrade the intersection of Watson Road and SH1 (Watson Road/SH1 Intersection) in accordance with Conditions 127 to 136.

Advice Note: For the purpose of these conditions, “SH1” refers to State Highway 1 as it exists at April 2016. This stretch of road might not be State Highway 1 at the time of implementation of the later stages of the subdivision and the conditions. For the avoidance of doubt, the SH1 referred to in the conditions is not the Puhoi to Warkworth Section of the Puhoi to Wellsford Road of National Significance.

128. The Consent Holder is solely responsible for the costs associated with the required upgrade of the Watson Road / SH1 intersection.

129. The Consent Holder shall ensure the Watson Road / SH1 intersection incorporates the following minimum design requirements for the relevant scenario, unless otherwise approved by the relevant Road Controlling Authority:

Scenario Minimum requirements

Existing southbound passing lane remains and all movements to/from Watson Road are allowed

The existing passing lane shall be realigned to provide a dedicated right turn bay for SH1 southbound to Watson Road traffic.

The right turn bay and median acceleration length shall be channelised (kerb to channel) to provide a safe pocket for deceleration and stacking for the right turn movement and acceleration for right turn movements out of Watson Road.

Lighting of SH1 shall be provided for the operation of the right turn bay and the required acceleration physical median length to the required lux level and in accordance with AS/NZS 1158 Series – Lighting for Roads and Public Spaces and NZTA M30 specification.


Drainage and retaining walls shall be installed as necessary, to ensure that the approved cross section of SH1 is maintained.

The current left hand shoulder width southbound on SH1 shall be retained.

A safe system approach to design shall be adopted to ensure that the potential for death and serious injury is minimised. A safe system approach will require wire rope or semi rigid barrier for the southbound SH1 lane.

A left turn in deceleration lane and left turn out acceleration facility shall be provided.

All signs and markings shall conform to the Traffic and Control Devices Rule – Manual of Traffic Signs and Markings requirements (MOTSAM).

Intersection design shall provide for tracking for a 25m truck and trailer without encroachment on the Watson Road centreline.

Existing southbound passing lane remains, however access to Watson Road is left in and left out only

A channelised intersection shall be provided with a physical throat island, with signs and markings to prohibit right turn in and right turn out.

Information signs shall be provided on Watson Road approach to the State Highway to advise of limited access options ahead.

A flag light shall be provided at the intersection with a minimum number of two lighting columns.

A safe system approach to design shall be adopted, to ensure that the potential for death and serious injury is minimised.


All signs and markings shall conform to the Traffic Control Devices Rule – Manual of Traffic Signs and Markings (MOTSAM) requirements.


Existing southbound passing lane is

The redundant southbound pavement shall be used for a standard rural right turn bay marking in accordance with MOTSAM.


removed and all movements to/from Watson Road are allowed

A flag light shall be provided at the intersection, with a minimum number of two lighting columns.

The existing southbound shoulder and guardrail shall remain without modification.

A safe system approach to design shall be adopted to ensure that the potential for death and serious injury is minimised.


All signs and markings shall conform to conform to the Traffic Control Devices Rule – Manual of Traffic Signs and Markings (MOTSAM) requirements.


130. The Consent Holder shall ensure that, before provided to the Road Controlling Authority for approval, the detailed design for the Watson Road/SH1 intersection:

a. Complies with all relevant design standards of the Road Controlling Authority;

b. Complies with relevant Austroads design guides; and

c. Has undergone an independent Road Safety Audit at both scheme and design stages and the Consent Holder has addressed all concerns raised in the audit.

131. An approved survey plan certificate (section 224(c) RMA certificate) for any lots requiring access via Watson Road shall not be released by the Council until the relevant Road Controlling Authority has approved the detailed design of the proposed Watson Road/SH1 intersection and the intersection has been constructed in accordance with the approved design.

132. An independent safety audit of the Watson Road/SH1 intersection shall be undertaken after the intersection is opened. Any concerns raised by the audit shall promptly be addressed by the Consent Holder.

133. If the left in and left out scenario is implemented and non-compliant right turn movements are identified after opening, the consent holder shall, subject to detailed design and approval by the Road Controlling Authority, implement the following additional measures:

a. A median island to enforce the no right turn movement;

b. Additional lighting;


c. Road widening to provide a 1.5m physical median and 1.0m median shoulders; or a wire rope barrier with a total painted median 1.5m wide.

Road widening may be able to be achieved by realigning the northbound lane, as opposed to realigning the southbound lanes.

Construction

134. The consent holder shall prepare and implement a Site Specific Traffic Management Plan (SSTMP) for the use of the intersection of the existing private forestry road (known as Watson Road) and SH1 for construction purposes (including construction related to the subdivision proposal and the construction of the intersection itself).

The SSTMP shall:

a. Detail traffic management activities for the intersection;

b. Set out the procedures to be followed to manage construction traffic in order to protect public safety, including the safe passage of pedestrians and cyclists;

c. Set out the procedure to be followed to safely manage traffic generated by local residents and their visitors in and out their properties, along the local roads as well as exiting from or driving onto SH1; and

d. Include methods (such as left in and left out only) to manage construction related to traffic movements.

135. The SSTMP shall comply with the version of the NZTA Code of Practice for Temporary Traffic Management (COPTTM) which applies at the time the SSTMP is prepared. Where it is not possible to adhere to this Code, the COPTTM’s prescribed Engineering Exception Decision (EED) process shall be followed.

136. At least 60 working days prior to commencement of construction vehicles using the Watson Road access, the consent holder shall provide the draft SSTMP to the relevant Road Controlling Authority for approval. Construction shall not commence until approval from the Road Controlling Authority is provided.

Riparian Planting

137. All riparian planting required by Condition 67 has been carried out.

Land Rehabilitation

137A. Prior to commencement of rehabilitation associated with Lots 44-47,49-52, 54-56, 58-59, 61-84, the consent holder shall prepare a Stage Rehabilitation Plan that outlines how the requirements of Condition 138 will be achieved. The Stage Rehabilitation Plan shall be submitted and be to the satisfaction of Council’s Team Leader Northern Monitoring prior to works commencing.

138. Before the release of Lots 44-47,49-52, 54-56, 58-59, 61-84, the consent holder shall demonstrate that for each additional rural residential site created, a minimum 8 hectares per lot of land has been permanently retired and legally and physically protected from farming,


commercial forestry and other rural activities and rehabilitated in accordance with the approved CRP. In particular,

a. The rehabilitation and restoration of native vegetation on the site applicable to the subdivision has been completed in accordance with the methods and extent detailed in the Stage Rehabilitation Plan.

b. Vegetation in the relevant area or areas identified in the Stage Rehabilitation Plan has achieved:

i. a canopy comprised of no less than 85% native species in the canopy and understorey tiers measured by percent coverage in each vegetation tier; and

ii. a canopy of native species consistent with (b)(i) of at least 1.5m in height; and

iii. canopy closure consistent with (b)(ii) of no less than 85%; and

iv. a uniform pattern and distribution of the 85% cover of native plant species regenerating in the canopy and understorey across the whole rehabilitation area; and

v. pine and pampas have been removed from the rehabilitation area.

c. Pest control has been carried out in accordance with Initial Pest and Weed Control Programme of the Stage Rehabilitation Plan.

d. Bonds are in place to provide for the Ongoing Pest and Weed Control Programme and maintenance of the native vegetation for a period of 5 years in accordance with the Stage Rehabilitation Plan.

Advice note: If there are specific examples of individual exotic trees identified as having significant ecological or amenity values, with the agreement of Council's Team Leader Northern Monitoring in consultation with a senior Council ecologist, those trees may be retained without affecting the rehabilitation area calculations.

Maintenance of Te Araroa Walkway

139. The consent holder shall ensure that access through the Te Araroa Walkway is maintained at all times throughout the development.

139A. The consent holder shall provide a pedestrian access right of way easement in favour of the Te Araroa Trust for the Te Araroa Walkway.

139AA. Prior to construction commencing on Stage 2, the consent holder shall submit the detailed design of the Te Araroa Walkway. In preparing the detailed design, the consent holder shall submit preliminary drawings to the following parties for comment:

• DoC; and • Te Araroa Trust.

At least 20 working days shall be given to these parties to make comment. When submitting the final detailed design drawings to Council, the consent holder shall include details of the responses received, and how this has been incorporated into the design, or the reasons why any responses have not been incorporated into the design. No work shall commence on the


walkway until confirmation is received from Council’s Team Leader Northern Monitoring that the detailed design is to their satisfaction. If no response is received within 15 working days, it can be assumed the designs are to their satisfaction.

Stage 2 specific consent notices

140. The consent holder shall register with the Registrar-General of Land a consent notice, under section 221 of the RMA, against the computer registers (certificates of title) for lots 72 – 76 (inclusive). The consent notice shall record that Condition 140 (a) is to be complied with on a continuing basis.

a. The stability enhancing inground retaining walls or shear key in the vicinity of Lots 72 to 76 shall be protected and maintained by the owners in perpetuity. Any construction that intercepts the said works shall maintain the integrity of the wall and capping beam and associated counterfort drains. Any modification shall be subject to specific design by a Chartered Professional Engineer experienced in geomechanics who is to have regard to the report prepared by Tonkin and Taylor report, Moir Hill Subdivision, Subdivision Consent (Geotechnical) Report Prepared for Asia Pacific International (NZ) Group (API), dated January 2016, copies of which are held at the offices of the Council, Centreway Road, Orewa. The modification work shall be subject to a Building Consent.

STAGE 3

Land rehabilitation

140A. Prior to commencement of rehabilitation associated with Lots 85-101, 103, 105-121 the consent holder shall prepare a Stage Rehabilitation Plan that outlines how the requirements of Condition 138 will be achieved. The Stage Rehabilitation Plan shall be submitted and be to the satisfaction of Council’s Team Leader Northern Monitoring prior to works commencing.

141. Before the release of Lots 85-101, 103, 105-121, the consent holder shall demonstrate that for each additional rural residential site created, a minimum 8 hectares per lot of land has been permanently retired and legally and physically protected from farming, commercial forestry and other rural activities and rehabilitated in accordance with the approved CRP. In particular,











Road to be constructed over Stage 4 area

142. The consent holder shall ensure that the section of public road that provides access to the Stage 3 area, but is located within the stage 4 area is constructed and vested in Council.

STAGE 4

Land rehabilitation

142A. Prior to commencement of rehabilitation associated with Lots 122-152, 154-163, 165-173, 175-182, 216, and A – D (as necessary) the consent holder shall prepare a Stage Rehabilitation Plan that outlines how the requirements of Condition 138 will be achieved. The Stage Rehabilitation Plan shall be submitted and be to the satisfaction of Council’s Team Leader Northern Monitoring prior to works commencing.

143. Before the release of Lots 122-152, 154-163, 165-173, 175-182 and 216, the consent holder shall demonstrate that for each additional rural residential site created, a minimum 8 hectares per lot of land has been permanently retired and legally and physically protected from farming, commercial forestry and other rural activities and rehabilitated in accordance with the approved CRP. In particular,











Maintenance of Moir Hill Walkway

144. The consent holder shall ensure that access through the Moir Hill Walkway is maintained at all times throughout the development.

144A.Prior to construction commencing on Stage 4, the consent holder shall submit the detailed design of the Moir Hill Walkway, including details of any temporary or permanent realignment, to Council. In preparing the detailed design, the consent holder shall submit preliminary drawings to the DoC for comment.

At least 20 working days shall be given to DoC to make comment. When submitting the final detailed design drawings to Council, the consent holder shall include details of the responses received, and how this has been incorporated into the design, or the reasons why any responses have not been incorporated into the design. No work shall commence on the walkway until confirmation is received from Council’s Team Leader Northern Monitoring that the detailed design is to their satisfaction. If no response is received within 15 working days, it can be assumed the designs are to their satisfaction.

Provision of footpath

145. A 1.8m wide formed sealed footpath designed to ATCOP standards or an acceptable alternative shall be provided on Waterfall Road (with a public easement over the private road section of Waterfall Road from Airstrip Road to the southern end) and Redwoods Road from Moir Hill Road to Waterfall Road to provide access to other walking tracks. Prior to construction of the footpaths, the consent holder shall submit a detailed design of the footpath to the DoC for comment. When submitting the final design drawings to Council, the consent holder shall include details of the responses received, and how these have been incorporated into the design, or the reasons why any responses have not been incorporated into the design. No work shall commence on the footpath until confirmation is received from Council's Team Leader Northern Monitoring that the detailed design is to their satisfaction. All other public roads should have a 2m wide berm area, to allow for the future construction of footpaths and to provide a safe area for residents to use, clear of the carriageway itself.

145A The requirement for a sealed footpath along Waterfall and Redwoods Roads shall not apply should an alternative alignment for the walkway through the Stage 4 rehabilitation area be agreed with the DoC.

STAGE 5

Land rehabilitation

145B. Prior to commencement of rehabilitation associated with Lots 183-215, and A – D (as necessary) the consent holder shall prepare a Stage Rehabilitation Plan that outlines how


the requirements of Condition 138 will be achieved. The Stage Rehabilitation Plan shall be submitted and be to the satisfaction of Council’s Team Leader Northern Monitoring prior to works commencing.

146. Before the release of Lots 183-215 and A – D (as necessary), the consent holder shall demonstrate that for each additional rural residential site created, a minimum 8 hectares of land has been permanently retired and legally and physically protected from farming, commercial forestry and other rural activities and rehabilitated in accordance with the approved CRP. In particular,










Contingency Lots

147. Should the consent holder wish to utilize any of the contingency Lots A – D, the consent holder shall provide evidence that the total number of lots does not exceed 207.

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 the purpose of compliance with the conditions of consent, “the council” refers to the council’s monitoring inspector unless otherwise specified. Please contact Auckland Council on (09) 301 0101 to identify your allocated officer.

3. For more information on the resource consent process with Auckland Council see the council’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 Environment’s website: www.mfe.govt.nz.

4. If you disagree with the additional charges relating to the processing of the application, you have a right of objection pursuant to section 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.

5. A copy of this consent should be held on site at all times during the establishment and construction phase of the activity.

6. The consent holder is requested to notify Council, in writing, of their intention to begin works, a minimum of seven days prior to commencement. Such notification shall be sent to the Team Leader Central Monitoring (email: rcmadmin or fax: 353 9186) and include the following details:

o name and telephone number of the project manager and the site owner o site address to which the consent relates o activity to which the consent relates o expected duration of works

7. 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 in Employment Act 1992), 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.

8. The scope of this resource consent is defined by the application made to Auckland Council and all documentation supporting that application.

9. The consent holder is advised that all native fauna species are totally protected under the Wildlife Act 1953 under which it is an offence to disturb, harm, or remove them without a permit from the Minister of Conservation. The Relevant Wildlife Act authorities must be sought and granted by the DoC.


http://www.mfe.govt.nz/

Schedule 2 List of approved drawings for consents SLC-66696, REG-66698 & REG-66699

Plans Drawing No. Rev. Author Dated

SUBDIVISION

Overall Layout & Site Composition T3136- Pg.1 of 19 S20 CKL 11.06.16

EXISTING TITLES MOIR HILL PROJECT (1 of 3)

T3136- Pg.2 of 19 S20 CKL 16.01.16


T3136- Pg.3 of 19 S20 CKL 16.01.16


T3136- Pg.4 of 19 S20 CKL 16.01.16

Proposed Stage Layout Plan T3136- Pg.5 of 19 S20 CKL 14.07.16

Stage 1 T3136- Pg.6 of 19 S20 CKL 14.06.16

Stage 2 – Overall Layout T3136- Pg.7 of 19 S20 CKL 14.07.16

Stage 2 (Enlargement Sheet 1 of 2) T3136- Pg.8 of 19 S20 CKL 29.07.16


Stage 3 – Layout T3136- Pg.10 of 19 S20 CKL 14.07.16




Stage 4 – Enlargement Sheet 1 of 2 T3136- Pg.14 of 19 S20 CKL 30.07.16


Easement Schedule – Stage 3 & 4 T3136- Pg.16 of 19 S20 CKL 30.07.16




Area Schedule Stage 1 S20 CKL 14.07.16






PROPOSED BUSH COVENANTS

MOIR HILL PROJECT

Covenants on Existing Sites – Overall layout (Moir Hill, Puhoi)

T3136 – Pg.1 of 3 A-S7 CKL 7.07.16

PROPOSED BUSH COVENANTS

MOIR HILL PROJECT

Covenants on Existing Sites

T3136 –Pg.2 of 3 A-S7 CKL 11.06.15

EXISTING TITLES MOIR HILL PROJECT Proposed Bush Covenants on Existing Sites

T3136 –Pg.3 of 3 A-S7 CKL 07.07.16

Native Bush Covenants – Area Schedule A-S7 CKL 07.07.16

Plans Drawing No Rev Author Dated

Master Plan Drawing List

Master Plan A15057_200 E BoffaMiskell 28/01/16

Masterplan Stage 1 A15057_201 D BoffaMiskell 28/01/16

Masterplan Stage 2 A15057_202 E BoffaMiskell 28/01/16

Masterplan Stage 3 – 5 A15057_203 C BoffaMiskell 28/01/16

Masterplan Stage 3 – 5 A15057_204 D BoffaMiskell 28/01/16

Stage 1: Enlargement A15057_210 D BoffaMiskell 28/01/16



Stage 2: Enlargement A15057_213 E BoffaMiskell 28/01/16




Stage 3-5: Enlargement A15057_217 D BoffaMiskell 28/01/16

Stage 3-5: Enlargement A15057_218 C BoffaMiskell 28/01/16












Stage 1: Contour A15057_229 B BoffaMiskell 28/01/16



Stage 2: Contour A15057_232 C BoffaMiskell 28/01/16





Stage 3-5: Contour A15057_237 B BoffaMiskell 28/01/16












Landscape and Urban Design Document - 7 BoffaMiskell 28/01/16

Plans Drawing No. Rev Author Dated

Stream Diversion

Moir Hill Stream Diversion – Typical Details

0 BoffaMiskell 26 April 2016


Rehabilitation Staging Plan

Indicative Sequence of rehabilitation- Stage 1 C BoffaMiskell 21/12/15

Indicative Sequence of rehabilitation – Stage 2 C BoffaMiskell 21/12/15


Indicative Sequence of rehabilitation – Stage 3-5 C BoffaMiskell 21/12/15


Civil Drawing Set

Drawing List Sheet 1 30807-001 3 Tonkin & Taylor 14/06/16

Drawing List Sheet 2 30807-002 3 Tonkin & Taylor 14/06/16

Drawing List Sheet 3 & Location Plan 30807-003 3 Tonkin & Taylor 14/06/16

Roading Layout – Sheet 1 30807-201 2 Tonkin & Taylor 14/06/16



Typical Cross Sections – Local Roads 30807-205 3 Tonkin & Taylor 13/7/2015

Typical Cross Sections – Private Access Lanes

30807-206 2 Tonkin & Taylor 14/06/16

Roading Design Speed Plan – Sheet 1 30807-207 2 Tonkin & Taylor 14/06/16



Watson Road Long Section – Sheet 1 30807-210 2 Tonkin & Taylor 14/06/16














Southern Access Road Long Section – Sheet 1

30807-224 2 Tonkin & Taylor 14/06/16


30807-225 2 Tonkin & Taylor 14/06/16

Southern Access Road Long Section – 30807-226 2 Tonkin & Taylor 14/06/16


Sheet 3


30807-227 2 Tonkin & Taylor 14/06/16


30807-228 2 Tonkin & Taylor 14/06/16


30807-229 2 Tonkin & Taylor 14/06/16

Dorset Road Long Section – Sheet 1 30807-230 2 Tonkin & Taylor 14/06/16






Northern Access Road Long Section – Sheet 1

30807-236 2 Tonkin & Taylor 14/06/16


30807-237 2 Tonkin & Taylor 14/06/16


30807-238 2 Tonkin & Taylor 14/06/16


30807-239 2 Tonkin & Taylor 14/06/16


30807-240 2 Tonkin & Taylor 14/06/16


30807-241 2 Tonkin & Taylor 14/06/16


30807-242 2 Tonkin & Taylor 14/06/16


30807-243 2 Tonkin & Taylor 14/06/16


30807-244 2 Tonkin & Taylor 14/06/16


30807-245 2 Tonkin & Taylor 14/06/16

Redwoods Road Long Section – Sheet 1 30807-246 2 Tonkin & Taylor 14/06/16








Airstrip Road Long Section – Sheet 1 30807-253 2 Tonkin & Taylor 14/06/16



Barker Road Long Section – Sheet 1 30807-256 2 Tonkin & Taylor 14/06/16



Marine Road Long Section 30807-259 2 Tonkin & Taylor 14/06/16

Marshall Road Long Section – Sheet 1 30807-260 2 Tonkin & Taylor 14/06/16

Marshall Road Long Section – Sheet 2 30807-261 2 Tonkin & Taylor 14/06/16

Waterfall Road Long Section – Sheet 1 30807-262 2 Tonkin & Taylor 14/06/16




Wenzlick Road Long Section – Sheet 1 30807-266 2 Tonkin & Taylor 14/06/16



Watson Road Cross Section – Sheet 1 30807-300 1 Tonkin & Taylor 14/06/16











Dorset Road Cross Section – Sheet 1 30807-311 1 Tonkin & Taylor 14/06/16





Redwoods Roads Cross Section – Sheet 1 30807-315 1 Tonkin & Taylor 14/06/16







Waterfall Road Cross Section – Sheet 1 30807-322 1 Tonkin & Taylor 14/06/16

Waterfall Road Cross Section – Sheet 2 30807-323 1 Tonkin & Taylor 14/06/16

Wenzlick Road Cross Section – Sheet 1 30807-324 1 Tonkin & Taylor 14/06/16




Stormwater

Preliminary Catchment Area Plan 30807-400 2 Tonkin & Taylor 14/06/16

Watson Road – Sheet Layout Plan 30807-401 2 Tonkin & Taylor 14/06/16

Dorset Road – Sheet Layout Plan 30807-402 2 Tonkin & Taylor 14/06/16

Northern Roads – Sheet Layout Plan 30807-403 2 Tonkin & Taylor 14/06/16

Watson Road – Sheet 1 30807-410 2 Tonkin & Taylor 14/06/16







Marnie Road – Sheet 8 30807-417 2 Tonkin & Taylor 14/06/16

88 Track – Sheet 9 30807-418 2 Tonkin & Taylor 14/06/16

Access Road 3I – Sheet 10 30807-419 2 Tonkin & Taylor 14/06/16

Access Road 3H – Sheet 11 30807-420 2 Tonkin & Taylor 14/06/16

Wenzlick Road – Sheet 12 30807-421 2 Tonkin & Taylor 14/06/16

Redwoods Road – Sheet 13 30807-422 2 Tonkin & Taylor 14/06/16

Redwoods Road – Sheet 14 30807-423 2 Tonkin & Taylor 14/06/16


Redwoods & Marshall Road – Sheet 15 30807-424 2 Tonkin & Taylor 14/06/16

BarKer Road – Sheet 16 30807-425 2 Tonkin & Taylor 14/06/16


Waterfall Road – Sheet 18 30807-427 2 Tonkin & Taylor 14/06/16

Airstrip Road – Sheet 19 30807-428 2 Tonkin & Taylor 14/06/16

Access Road 3G – Sheet 20 30807-429 2 Tonkin & Taylor 14/06/16


Access Road 3A – Sheet 22 30807-431 2 Tonkin & Taylor 14/06/16

Dorset Road – Sheet 23 30807-432 2 Tonkin & Taylor 14/06/16



Stormwater Details – Roadside Drains Sheet 1

30807-440 2 Tonkin & Taylor 14/06/16

Stormwater Details – Roadside Drains Sheet 2

30807-441 2 Tonkin & Taylor 14/06/16

Stormwater Details – Filter Strip (Sheet Flow)

30807-442 2 Tonkin & Taylor 14/06/16

Stormwater Details – Type 1 Outlet – Wingwall with Riprap Apron

30807-443 2 Tonkin & Taylor 14/06/16

Stormwater Details – Type 2 Outlet – Bubble Up Chamber

30807-444 2 Tonkin & Taylor 14/06/16

Stormwater Details – Stilling Basin 30807-445 2 Tonkin & Taylor 14/06/16

Plans Drawing Rv Author Dated

Erosion and Sediment Control

Watson Road – Soil Sampling 30807-501 1 Tonkin & Taylor 14/06/16

Dorset Road – Soil Sampling 30807-502 2 Tonkin & Taylor 14/06/16

Erosion & Sediment Control Plan – Sheet 1 30807-510 2 Tonkin & Taylor 14/06/16





































Erosion & Sediment Control Details 30807-550 2 Tonkin & Taylor 14/06/16


Wastewater

Legends & Site Plan 30807--609 62 Tonkin & Taylor 29/01/16

Wastewater Watson Road – Sheet 1 30807--610 6 Tonkin & Taylor 29/01/16









Wastewater 88 Track – Sheet 9 30807--618 6 Tonkin & Taylor 29/01/16

Wastewater Access Road 3I – Sheet 10 30807--619 6 Tonkin & Taylor 29/01/16

Wastewater Access Road 3G – Sheet 11 30807--620 6 Tonkin & Taylor 29/01/16

Wastewater Wenzlick Road – Sheet 12 30807--621 6 Tonkin & Taylor 29/01/16

Wastewater Redwoods Road – Sheet 13 30807--622 6 Tonkin & Taylor 29/01/16

Wastewater Redwoods Road – Sheet 14 30807--623 6 Tonkin & Taylor 29/01/16

Wastewater Redwoods & Marshall Road – Sheet 15

30807--624 6 Tonkin & Taylor 29/01/16

Wastewater Barker Road – Sheet 16 30807--625 6 Tonkin & Taylor 29/01/16


Wastewater Waterfall Road – Sheet 18 30807--627 6 Tonkin & Taylor 29/01/16

Wastewater Airstrip Road – Sheet 19 30807--628 6 Tonkin & Taylor 29/01/16

Wastewater Access Road 3G – Sheet 20 30807--629 6 Tonkin & Taylor 29/01/16


Wastewater Access Road 3A – Sheet 22 30807--631 6 Tonkin & Taylor 29/01/16

Wastewater Dorset Road – Sheet 23 30807--632 6 Tonkin & Taylor 29/01/16



Plans Drawing Rv Author Dated

Geotechnical Drawing Set

Drawing List & Location Plan 30807-001 4 Tonkin & Taylor 15/06/2016

Site Investigations – Overall Plan Sheet Layout 30807-100 2 Tonkin & Taylor 15/06/2016

Site investigations - Watson Road - Sheet 1 30807-101 2 Tonkin & Taylor 15/06/2016








Site investigations - Marnie Road - Sheet 8 30807-108 2 Tonkin & Taylor 15/06/2016

Site Investigations - 88 Track - Sheet 9 30807-109 2 Tonkin & Taylor 15/06/2016

Site Investigations - Access Road 3I - Sheet 10 30807-110 2 Tonkin & Taylor 15/06/2016

Site Investigations - Access Road 3H - Sheet 11 30807-111 2 Tonkin & Taylor 15/06/2016

Site Investigations - Wenzlick Road - Sheet 12 30807-112 2 Tonkin & Taylor 15/06/2016

Site Investigations - Redwoods Road - Sheet 13 30807-113 2 Tonkin & Taylor 15/06/2016

Site Investigations - Redwoods Road - Sheet 14 30807-114 2 Tonkin & Taylor 15/06/2016

Site Investigations - Redwoods & Marshall Road - Sheet 15

30807-115 2 Tonkin & Taylor 15/06/2016

Site Investigations - Barker Road - Sheet 16 30807-116 2 Tonkin & Taylor 15/06/2016


Site Investigations - Waterfall Road - Sheet 18 30807-118 2 Tonkin & Taylor 15/06/2016

Site Investigations - Airstrip Road - Sheet 19 30807-119 2 Tonkin & Taylor 15/06/2016

Site Investigations - Access Road - 3G - Sheet 20

30807-120 2 Tonkin & Taylor 15/06/2016


Site Investigations - Access Road - 3A - Sheet 22

30807-122 2 Tonkin & Taylor 15/06/2016

Site Investigations - Dorset Road - Sheet 23 30807-123 2 Tonkin & Taylor 15/06/2016



Geomorphological Hazard - Overall Plan & Street Layout

30807-130 2 Tonkin & Taylor 15/06/2016

Geomorphological Hazard - Sheet 1 30807-131 2 Tonkin & Taylor 15/06/2016




Typical Spoil Disposal - Plan 30807-140 4 Tonkin & Taylor 15/06/2016

Typical Spoil Disposal – Sections 30807-141 2 Tonkin & Taylor 15/06/2016

Typical Spoil Disposal – Details 30807-142 2 Tonkin & Taylor 15/06/2016

Typical Spoil Disposal – Sections 30807-143 2 Tonkin & Taylor 15/06/2016


Typical Stream Diversion Planting Plan 30807-144 1 Tonkin & Taylor 15/06/2016


schedule 1 - auckland...

Documents