Contamination Delivery Work Plan

CRL Contract 3 Aotea Utility Relocation Works Contamination Delivery Work Plan Addendum to: Albert Street Canopy Removal and Utilities Relocation Contamination Delivery Work Plan

CRL-AOT-RME-LKA-PLN-800006

Revision: 00 Date: 30 August 2019

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Contamination Delivery Work Plan

Contamination Delivery Work Plan CRL-AOT-RME-LKA-PLN-800006 This document is uncontrolled when printed. This document should be printed in colour

Revision Status Revision 00

Issue Date 30 Aug 2019

Major Changes

Changed By

Issue version

Approved By

E. Trembath

Approval Status Name/Title Prepared by:

Matthew Brown Environmental Scientist

Reviewed by:

Emma Trembath Technical Director

Controlled by:

Emma Trembath Technical Director

Approved by:

Peter Roan Consents Lead – Link Alliance

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Signature

Date 30 August 2019

30 August 2019

Contamination Delivery Work Plan

Table of contents 1. Introduction ................................................................................................ 5 1.1

Overview ........................................................................................................................... 5

1.2

Report Structure ................................................................................................................ 5

1.3

Purpose of CDWP .............................................................................................................. 5

2. Project Description...................................................................................... 5 2.1

Overview ........................................................................................................................... 5

2.2

Utility Relocation Works.................................................................................................... 6

2.3

Methodology ..................................................................................................................... 8

2.3.1.

Project Programme .................................................................................................... 8

2.3.2.

Hours of Operation ..................................................................................................... 8

3. Summary of Soil and Groundwater Quality ................................................ 8 4. Roles and Responsibilities........................................................................... 9 5. Environmental Site Management Practices ................................................ 9 5.1

Overview ........................................................................................................................... 9

5.2

Surface Water and Sediment Control ................................................................................ 9

5.3

Soil Excavation and Disposal.............................................................................................. 9

5.3.1.

General ...................................................................................................................... 9

5.3.2.

Classification .............................................................................................................. 9

5.3.3.

Record Keeping ........................................................................................................ 11

5.4

Groundwater and Perched Water.................................................................................... 12

5.5

Dust Control and Monitoring........................................................................................... 12

5.6

Materials Importation ..................................................................................................... 12

6. Health and Safety Plan .............................................................................. 12 7. Unexpected Discovery of Contamination ................................................. 13 7.1

General ............................................................................................................................ 13

7.2

Asbestos .......................................................................................................................... 14

8. Works Summary Reporting ....................................................................... 14 9. Review and Updating of the CDWP .......................................................... 14 10. Limitations ................................................................................................ 14 11. References................................................................................................. 14 Appendix A: Drawings ..................................................................................... 16 Page 3

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Contamination Delivery Work Plan

Appendix B: Record of CLG and Independent Peer Review Comments .......... 17 Appendix C: Approved Contamination Delivery Works Plan .......................... 18

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Contamination Delivery Work Plan

1. Introduction 1.1 Overview The City Rail Link (CRL) project comprises the construction, operation and maintenance of a 3.4km twin-tunnel underground passenger railway, running between Britomart Station and the North Auckland Line (NAL) in the vicinity of Mt Eden Station. The proposed works include the construction of two underground stations, with a depth of up to 42 metres below ground. It will transform the downtown Britomart Transport Centre into a two-way through-station that better connects Auckland’s rail network, allowing it to double in capacity.

In 2017, City Rail Link Limited (CRLL) submitted an outline plan for canopy removal and utility relocation works within the Aotea Station area, along the western side of Albert Street between Victoria Street West and Wellesley Street West (Auckland Council ref. OPW60310921). This outline plan was accepted by Auckland Council without changes. Canopy removal works are currently being undertaken.

Additional utility relocation works are required beyond the footprint of the approved works.

As such, CRLL is seeking authorisation for the utility relocation works beyond that which are currently authorised.

The CRL Enabling Works Contract 2.1 and 2.2 (C2.1 & C2.2) Contamination Delivery Work Plan, prepared by Golder Associates, (Doc Ref CRL-PAT-RME-000-RPT-0098 rev. 1) dated November 2017 (“the Approved CDWP”), and this addendum to the Approved CDWP will be submitted to Auckland Council to support the authorisation of the works.

This addendum must be read in conjunction with the Approved CDWP.

1.2 Report Structure No changes are proposed to this section of the Approved CDWP.

1.3 Purpose of CDWP No changes are proposed to this section of Approved CDWP.

2. Project Description 2.1 Overview The project site applicable to this addendum is in Auckland City Centre, within the road corridors of Albert Street, Victoria Street West and Kingston Street (as illustrated in Figure 1). The site adjoins the project area of the canopy and utility works authorised by consent number OPW60310921.

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Contamination Delivery Work Plan Figure 1 Site Location

The area surrounding the project site is a dense urban environment with a built form comprised of medium to high rise buildings. Common land uses in the project area include commercial offices and services, residential apartments, retail, civic, hospitality, hotel accommodation and car parking. Along Albert Street active construction sites are present including for the CRL and private development.

Buildings adjoin much of the project site boundary (road corridor) forming active frontages that provide access to private property, including residential developments and businesses.

The project site accommodates high volumes of pedestrian and vehicle traffic, both for residential and business purposes. Albert Street and Victoria Street West are classified as a primary arterial roads and Kingston Street and Durham Street West are classified as local roads. Due to CRL works, Albert Street is currently operating with one lane in each direction.

2.2 Utility Relocation Works The existing network of underground utilities around the proposed Aotea Station will need to be permanently relocated prior to construction of the station. It is proposed to undertake the utility relocation works in 3 stages.

For all stages the main element of the works is the formation of temporary trenches within footpaths to allow installation of new utility ducts, and in some instances, the installation of pipes for stormwater and wastewater services. Once the ducts and pipes are installed the trenches are to be backfilled with the footpath reinstated.

The trenches will generally be 1m to 1.8m wide with an average depth of 1.5m. For works to the north of Victoria Street, the trenches will be deeper (to around 3m) to provide for stormwater and wastewater service relocation.

The utility relocation works will relate to electrical, telecommunication, gas, potable water, stormwater and wastewater assets.

Table 1 provides a summary of works proposed for each stage.

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Contamination Delivery Work Plan Table 1 Proposed works Stage Stage 1

Stage 2

Stage 3

Details of Works

Duration of Works (approximate)

Works will be located along the footpaths of Albert Street, between Wyndham Street and Victoria Street, extending into part of Kingston Street and Victoria Street, and on the northern Albert Street slip lane.

Trenching along Victoria Street will be to a depth of 1.5m.

All other trenches will be around 2.5m to 3m in depth.

The total length of trenches constructed will be approximately 340m resulting in approximately 1350m³ of spoil being removed.

Works will be located along the footpath of Victoria Street, between Albert Street and Elliott Street (on the south side of the street) with trenching being around 1.5m in depth.

Between Victoria Street and Kingston Street, on the western side of Albert Street, trenching will be around 2.5m in depth.

A support site compound will be provided in part of the car park of Bledisloe House (details provided below).

The total length of trenches constructed will be approximately 160m resulting in approximately 480m³ of spoil being removed.

Works will be located along the east side footpath of Albert Street (between the top of the ramp from Durham Street to the corner of Victoria Street) and the north side footpath of Victoria Street, between Albert Street and Elliott Street.

The total length of trenches constructed will be approximately 180m resulting in approximately 585m³ of spoil being removed.

3 months (September 2019 – November 2019)

Total length of 680m of trench resulting in approximately 2,415m³ of spoil being removed.

Approx. 6 months

2 months (November 2019 – December 2019)

1.5 months (December 2019 / January 2020 – March 2020)

In addition, a temporary construction site compound (Figure 2) will be formed on the corner of Wellesley Street and Mayoral Drive in the part of the Bledisloe House car park. This compound will be within the project designation boundary and will be established approximately from October 2019 (Stage 2), until March 2020. This site compound will be occupied by storage containers, the objective of the site compound is to provide a site that can be used as a rest area for workforce staff, and house equipment and vehicles during the works. Temporary fencing will be used to delineate the site, along with Link Alliance branded mesh scrim. Vehicle access will be via the existing entrance off Mayoral Drive and through the gate as marked on the plan. Containers are likely to include machinery equipment and a total of up to 1,200L (6x 20L drums) of diesel in bunds.

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Contamination Delivery Work Plan

Figure 2 Indicative layout of the Stage 2 Site Compound

Site layouts for each stage of the works have been provided in Appendix C of the CEMP addendum which also informs the location of the construction site compound.

2.3 Methodology The methodology proposed for the additional works associated with Stages 1, 2 and 3 is essentially the same as set out in Section 2.4 of the Approved CDWP, with the following additions.

2.3.1. Project Programme The project is anticipated to take approximately 6 months to complete based on knowledge of underground services. Should complexity or additional services be encountered during the course of the project, then the project duration will extend beyond the 6-month time period, by up to 3 months.

2.3.2. Hours of Operation It is anticipated that construction work will be undertaken between 0700hrs to 1900hrs Monday to Saturday. Limited construction works may be undertaken beyond 1900hrs, however this would not be a general occurrence and will be done in accordance with the project conditions.

3. Summary of Soil and Groundwater Quality No changes are proposed to this section of the Approved CDWP.

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Contamination Delivery Work Plan

4. Roles and Responsibilities No changes are proposed to this section of the Approved CDWP. Critical roles described include the Construction Contractor, Environment and Sustainability Manager (ESM) and Contaminated Land Specialist (CLS).

5. Environmental Site Management Practices 5.1 Overview This section details the procedures for the management of potentially contaminated soil and groundwater during land disturbance activities. It includes control measures for management and mitigation of potentially adverse human health effects associated with exposure to contaminated media, and the control of discharges to air, land, and water.

5.2 Surface Water and Sediment Control Erosion and sediment control shall be implemented by the Construction Contractor as described in the Project Erosion and Sediment Control Plan (ESCP). All surface water and sediment control and monitoring will be managed by the Construction Contractor through the ESCP.

5.3 Soil Excavation and Disposal 5.3.1. General Investigations of soil contaminant concentrations completed in support of this project (AECOM, 2012 and Golder 2014) identified that significant soil contamination was unlikely to be encountered during land disturbance works. There is however, the potential to encounter fill materials for which soil contaminant concentrations are above applicable standards defined by the National Environmental Standard for Assessing and Managing Contaminants in Soil to Protect Human Health (NES CS) and Auckland Unitary Plan (AUP) Permitted Activity Criteria. At that stage, there is no requirement for a remedial action plan to be produced for works within the project area. It is however possible that unexpected soil contamination or hazardous materials could be discovered during the land disturbance works. If unexpected soil contamination is identified the management practices outlined in Section 7 should be implemented.

5.3.2. Classification The majority of spoil material generated as part of the land disturbance works will likely be removed from the project area and disposed off-site. Any natural soil materials including Tauranga Group sediments and East Coast Bays Formation (ECBF) have been assessed as suitable for disposal as cleanfill. Any fill material required to be removed from the project area will be temporarily stockpiled, either in covered and/or bunded areas onsite or at a storage location provided by subcontractors (e.g. subcontractor storage yard). The CLS will validate the fill material by collecting soil samples and submitting them for laboratory analysis; the laboratory results will be used to determine the soil disposal locations. The disposal facility will nominate the validation sampling required (each disposal facility holds individual requirements i.e., 1 sample per 1,000 m3). A summary of preliminary soil classifications for the project is provided below.

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Contamination Delivery Work Plan

5.3.2.1

Cleanfill

Cleanfill is defined in the Auckland Unitary Plan Operative in Part (AUP) (2019): “Means natural material such as clay, gravel, sand, soil and rock which has been excavated or quarried from areas that are not contaminated with manufactured chemicals or chemical residues as a result of industrial, commercial, mining or agricultural activities. Excludes: ·

Hazardous substances and material (such as municipal solid waste) likely to create leachate by means of biological breakdown;

·

Product and materials derived from hazardous waste treatment, stabilisation and disposal practices;

·

Materials such as medical and veterinary waste, asbestos, and radioactive substances;

·

Soil and fill material which contain any trace element specified in Table E30.6.1.4.2 at a concentration greater than the background concentration in Auckland soils specified;

·

Sulfidic ores and soils;

·

Combustible components;

·

More than 5% by volume of inert manufactured materials (e.g. concrete, brick, tiles); and

·

More than 2% by volume of attached biodegradable material (e.g. vegetation)”

A facility where cleanfill material is accepted for deposit, excludes: ·

Storage and use of cleanfil material within an earthworks site for the purpose of engineering contours for specific activities,

·

Placement of cleanfil material associated with road construction and maintenance activities, and

·

Onsite storage and use of overburden or aggregate by-product that is cleanfill material associated with mineral extraction activities.

Natural soil materials including Tauranga Group sediments and ECBF would be suitable for disposal as cleanfill and may be disposed a consented disposal facility such as the Ridge Road Cleanfill (Pukekohe, Auckland), or to other project sites in the region (depending on their resource consent requirements). Please note that classification of cleanfill may vary in regions outside of Auckland.

5.3.2.2

Managed Fill

The Waste Management Institute New Zealand (WasteMinz) Technical Guidelines for the Disposal to Land (2018) define managed fill as: “A Class 3 landfill. Accepts only clean fill materials, controlled fill material, and managed fill material”.

“Predominantly clean fill material and controlled fill material that may also contain material, with contaminant concentrations in excess of controlled fill limits where site specific management controls are in place to manage discharges to the environment” Disposal of managed fill must be to a facility authorised (by regulatory bodies such as Auckland Council or Waikato Regional Council) to receive the material.

Fill materials within the Project area are likely to be suitable for disposal as managed fill pending preapproval before disposal at a particular facility.

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Contamination Delivery Work Plan

5.3.2.3

Contaminated Fill

For the purposes of this CDWP contaminated fill1 comprises: ·

Hazardous materials in the form of household and industrial waste, organic waste or asbestos containing material.

·

Soil with contamination present above managed fill criteria.

It is proposed that all contaminated fill disturbed as part of the earthworks will be removed from site to a licenced facility. Disposal of contaminated fill must be to a landfill authorised to receive the material. Landfill acceptance criteria vary between waste facilities and these should be confirmed prior to the removal of soil from site.

Any spoil materials generated within the project area which cannot be accepted at a managed fill (due to site specific restriction) must be removed to a contaminated fill facility. Examples include Hampton Downs (Hampton Downs, Waikato) and Redvale landfill (Silverdale, Auckland) facilities. Pre-approval will be required for these disposal locations.

5.3.3. Record Keeping The following off-site soil disposal management and record keeping measures will be implemented by the Construction Contractor: ·

A record of the soil location, depth, and volume of the material removed shall be kept for the purpose of being included in the Works Summary Report (WSR) to be prepared by the CLS, refer Section 8.

·

Records will also indicate whether the material was removed as cleanfill, managed fill or contaminated fill.

·

Irrespective of the disposal facility nominated, all vehicle movements including registration, estimated weight, and disposal location will be recorded.

·

Tracking documentation is to be signed prior to leaving the project area and checked at the waste disposal facility to track all material leaving project area.

·

Transporting subcontractors are required to cover loads and take appropriate measures to control dust.

·

Trucks will be inspected prior to departing the site to ensure the load is adequately covered and any spillage is contained.

·

All trucks will be required to travel on a designated route between the site and the selected waste disposal facility.

Receipts summarising soil disposal will be collated and provided to the CLS at the completion of the land disturbance activities for the Project.

A record of any contaminated soil left in-situ including the soil location, depth and estimated volume shall also be recorded for the purpose of being included in the WSR.

1

For the purpose of this Contamination Delivery Works Plan the term ‘Contaminated Fill’ is interchangeable with the terms ‘Contaminated Soil’ and ‘Contaminated Material’.

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Contamination Delivery Work Plan

5.4 Groundwater and Perched Water It is considered unlikely that utilities will be located below groundwater or perched water level.

However, if encountered, groundwater and perched water will be managed by the Construction Contractor in accordance with the approved Groundwater and Settlement Monitoring and Contingency Plan (GSMCP).

5.5 Dust Control and Monitoring Dust control shall be implemented by the Construction Contractor as described in the Project Air Quality Delivery Work Plan (Appendix I of the CEMP).

5.6 Materials Importation Materials will be required to be imported to the project area to complete the subgrade.

Two sources of material are proposed, clean quarry materials and recycled crushed concrete aggregate.

Material sourced from a certified quarry or supplier does not require testing. This material is considered to meet the definition of cleanfill (refer Section 5.3.2).

The following verification regime will be completed by the CLS in support of the acceptance of recycled crushed concrete aggregate.

Prior to materials acceptance the Construction Contractor will request the following information from the supplier: ·

Address of source site.

·

Copies of pre-demolition asbestos surveys.

·

Copies of asbestos clearance certificates prepared prior to demolition.

This information will be reviewed by the CLS, with advice provided to the Construction Contractor regarding suitability. Additional testing of crushed concrete materials may be required to be undertaken to approve suitability. A rate of 1 sample per 500 m3 to 1 sample per 1,000 m3 is considered appropriate. However, this will be agreed between the CLS and Construction Contractor on a case by case basis taking into account the homogeneity of the materials.

The Construction Contractor will retain records pertaining to materials importation completed. These will be issued to the CLS for inclusion in the WSR (refer Section 8).

6. Health and Safety Plan No changes are proposed to this section of the Approved CDWP.

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Contamination Delivery Work Plan

7. Unexpected Discovery of Contamination 7.1 General It is possible that unexpected contamination or hazardous materials could be discovered during the excavation works – including but not limited to the following: ·

Intact or broken drums and containers.

·

Soil materials with unusual odours.

·

Indicators of coal tar, e.g. strong naphthalene odour and texture ranging from viscous tar to low density clinker rock.

·

Discoloured or stained water seeps and soils.

·

Hydrocarbon contaminated soil and/or free product.

·

Liquid waste and any material that normally would be sent to a licensed landfill.

During land disturbance works site workers will actively monitor project areas for the conditions/materials specified above. In the event that one of these is identified, the following actions shall be taken: ·

Work will cease.

·

The Construction Contractor will contact the CLS.

·

Health and safety restrictions will be implemented including limiting access to the area, shut down equipment to reduce potential ignition sources and move workers to an upwind location.

·

The CLS will advise on the appropriate course of action. This may include the completion of additional soil testing. All sampling and testing shall be completed in general accordance with Contaminated Land Management Guidelines, No.5 – Site Investigation and Analysis of Soils, Ministry for the Environment (revised 2011).

·

Work shall not resume unless authorised by the Construction Contractor under advice of the CLS.

·

Record all details on an incident form, including GPS of location.

·

If the CLS considers it appropriate, the suspected contaminated material may be excavated into a covered bin to allow works to continue with minimum delay.

·

If excavation into a covered bin is inappropriate, construction work should proceed to an area clear of contamination indicators until material testing as necessary defines the material characteristics.

·

When the material characteristics have been established, soil remediation and management options will be assessed and implemented in accordance with the ISCA Lan-3 sustainability hierarchy (Note: An additional resource consent is likely to be required to reuse contaminated material on site). A rating tool (multiple category assessment table) will be utilised as part of this decision-making process (refer Appendix C of the Approved CDWP).

·

If unsuitable material is to be directly loaded into trucks for disposal at a licensed landfill, all appropriate information such as location, quantity and off-site weighbridge dockets must be recorded.

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Contamination Delivery Work Plan

7.2 Asbestos Should asbestos be observed or suspected during the land disturbance works, all work shall cease, and an appointed asbestos professional will be provided by the CLS. The following regulations and guidelines should be followed with respect to asbestos management: ·

Health and Safety at Work (Asbestos) Regulations 2016.

·

New Zealand Guidelines for Assessing and Managing Asbestos in Soil, BRANZ (2017).

Works can recommence once asbestos has been appropriately managed/safely removed as advised by the asbestos professional provided by the CLS.

8. Works Summary Reporting No changes are proposed to this section of the Approved CDWP.

9. Review and Updating of the CDWP The Approved CDWP and this addendum will be updated by the CLS as required to provide for project conditions. The revised CDWP will be updated as required by the process set out in the CRL designation conditions.

10. Limitations This section can be removed.

11. References AECOM New Zealand Limited, 2012. Contaminated Land Assessment – City Rail Link. Reference: 60275817 Revision 4.

AECOM New Zealand Limited, 2013. Preliminary Remedial Framework – City Rail Link (Draft).

Reference: 60275817.

Auckland Council, 2019. Auckland Unitary Plan Operative in Part, updated 10 May 2019.

Auckland Regional Council, 2002. Background Concentrations of Inorganic Elements in Soils from the Auckland Region. Technical Publication No. 153, October 2001 (reprinted April 2002).

Aurecon New Zealand Limited, 2014. Design and Construction Report Resource Consent Package 1 Britomart Station to Wyndham Street Reference: CRL-SYW-RME-000-RPT-0004, Revision 1.0.

Australian and New Zealand Environment and Conservation Council and Agriculture and Resource Management Council of Australia and New Zealand, 2000 (Revised 2018). Australian and New Zealand Guidelines for Fresh and Marine Water Quality.

Building Research Association of New Zealand (BRANZ), 2017. New Zealand Guidelines for Assessing and Managing Asbestos in Soil.

BRANZ Limited, 2017. New Zealand Guidelines for Assessing and Managing Asbestos in Soil.

Health and Safety at Work (Asbestos) Regulations 2016.

Golder Associates, 2014. Auckland City Rail Link, Britomart to Wyndham – Contaminated Land Assessment. Reference: 1378206325-014 Rev0.

Golder Associates, 2017. Albert Street Canopy Removals and Utilities Relocation Contamination Delivery Work Plan. Reference: 1378206325-105 Rev0.

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Contamination Delivery Work Plan Leersnyder, H., Bunting, K., Parsonson, M., and Stewart, C., 2018. Erosion and sediment control guide for land disturbing activities in the Auckland region. Auckland Council Guideline Document GD2016/005. Incorporating amendment 1. Prepared by Beca Ltd and Southern Skies Environmental for Auckland Council.

Ministry for the Environment, 2001. Contaminated Land Management Guidelines No. 1. Reporting on Contaminated Sites in New Zealand. Revised 2011.

Ministry for the Environment, 2003. Contaminated Land Management Guidelines No. 2. Hierarchy and Application in New Zealand of Environmental Guideline Values. Revised 2011.

Ministry for the Environment, 2004. Contaminated Land Management Guidelines No. 5. Site Investigation and Analysis of Soils. Revised 2011.

Ministry for the Environment, 2011. Resource Management Act (National Environmental Standard for Assessing and Managing Contaminants in Soil to Protect Human Health) Regulations, 2011.

Ministry for the Environment, 2012. User’s Guide, National Environmental Standard for Assessing and Managing Contaminants in Soil to Protect Human Health.

Pattle Delamore Partners, 2017. Auckland City Rail Link Global Utilities Consent: Groundwater Effects Assessment.

WorkSafe New Zealand, 2016. Approved Code of Practice (ACOP) Management and Removal of Asbestos.

WorkSafe New Zealand, 2016. Good Practice Guidelines (GPG) Conducting Asbestos Surveys.

Waste Management Institute New Zealand, 2018. Technical Guidelines for Disposal to Land.

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Contamination Delivery Work Plan

Appendix A: Drawings

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SW

SW

SW

SW SW

SW

SW

FO

SWSW

VECTOR ELEC

SW

T

VE FO

T VG

T S

VG

240

S

FO

SW SW

T

SW SW SW S

VG

T

SW SW SW S

T

SW SW SW S

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FO VE

FO

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VE

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FO

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VE VE

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6 3.

VE VG

VE VG

VE

VG

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VG

VG

VG

VG

VG

SW

VG VE FO

SW 90

100mm

13

S

VG VE

R

SD

PE S 10 0

VG VE FO 25 0 m m

SW

REVISIONS 80

FO

SW

SW SW

70

1

VE VG

SW

60

SW PE m m

VE VG

SW

50

0

S

SW

VG VE FO

.6

VE VG

FO

40

S S

S S S 400 mm PE100 SDR 13.6

SW

DRAWN

DESCRIPTION

63

250 mm PE100 SDR 13.6 S S S

VG

FO

30

A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

D. ROLLO

TITLE:

P. KOSTANICH FOR INFORMATION

0

S

VICTORIA STREET WEST

VG VE

FO

VG VE FO VG VE FO

VG

FO

20

SIZE

E. CHANG

A

00

20

FO

VG VE

FO

VG VE

FO

T VG SW

VG VE FO

VG

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CREATOR ID : CRL_AOT_390_00_LKA_SKE_000001

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED

REV

10

4. ALL AREAS ARE INDICATIVE ONLY.

Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.

CLIENT:

0

3. ALL DRAWINGS SHALL BE READ IN CONJUNCTION 69 WITH AOTEA STATION STAGE 1 TO 3 UTILITY RELOCATION WORKS ESCP AND CEMP.

10m

SCALE 1:250

SW R 1 SD

FO VG VE

FO

39

20

25

VG

VG VE

FO

T VG SW

VE

T

SW

T T VG SW

VG

FO

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T VG SW T VG SW T VG SW T

VG SW T

VG

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SW

KINGSTON STREET

VG SW

SW

VG

VE

FO

SW

2. STABILISED ENTRANCEWAYS ARE REQUIRED AT ANY ENTRY OR EXIT POINT OF A CONSTRUCTION SITE.

6

S

VG

VE

FO

S

1. FOR EROSION AND SEDIMENT CONTROL MEASURE STANDARD DETAILS REFER TO GUIDELINE DOCUMENT 005.67

E CHANG

22/08/2019

CHECKED

DATE

APPROVED

DATE

C. SECRETIN

22/08/2019

This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.

EROSION AND SEDIMENT AOTEA STATION - STAGE 1 SHEET 1 OF 2 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000001

REVISION

A

00 SDR 13.6

SW

SW

T

NOTES:

20

VE

SW

4

300

VG

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FO

SW

X X

SW

SW

57-59

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VE SW S FO

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51-53

280

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Any temporary stockpiles should not be located within overland flow paths or flood plains and should be disposed at an approved facility

150Ø

260

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T T T SW SW SW 630 mm PE100 SDR 13.6

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Last saved by: PERRY.KOSTANICH(2019-08-22) Last Plotted: 2019-08-22 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000001

T

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102

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VG VG

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S

VG

STORMWATER

107

70-74 38

VICTORIA STREET WEST

FO

EXISTING

SW

FO

PROPOSED

FO

VG

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DURHAM STREET WEST

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SILT SOCK

UTILITIES LEGEND:

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76-84

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34-36

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15

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WYNDHAM STREET

37-41 SETTLEMENT TANK

>

100

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DIRTY WATER DIVERSION SW INLET PROTECTION

0

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200

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SETTLEMENT TANK TO DISCHARGE TO AN EXISTING SW MANHOLE. THE MANHOLE NEEDS TO BE PROTECTED FOR PUBLIC SAFETY.

ALBERT STREET

T

SW

POTABLE WATER

T

T

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CONTINUATION - REFER TO SHEET 1

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NOTES: 66

1. FOR EROSION AND SEDIMENT CONTROL MEASURE STANDARD DETAILS REFER TO GUIDELINE DOCUMENT 005.

SW

100 88

SW SW

86

SW

2. STABILISED ENTRANCEWAYS ARE REQUIRED AT ANY ENTRY OR EXIT POINT OF A CONSTRUCTION SITE. SW SW

68

SW

3. ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH AOTEA STATION STAGE 1 TO 3 UTILITY RELOCATION WORKS ESCP AND CEMP.

2.5

0

5

10m

4. ALL AREAS ARE INDICATIVE ONLY.

SW SW

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EXISTING CRL DESIGNATION BOUNDARIES

T

SWSW

PEDESTRIAN ACCESS ROUTES

S

T

WORK15-31 ZONE

C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED)

SW

ISO A1 594mm x 841mm

LEGEND:

SCALE 1:250 Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.

CREATOR ID : CRL_AOT_390_00_LKA_SKE_000002

0

10

20

30

40

50

60

70

80

90

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

E CHANG DRAWN

D. ROLLO

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

CLIENT:

FOR INFORMATION DESCRIPTION

E CHANG

22/08/2019

CHECKED

DATE

APPROVED

DATE

C. SECRETIN

22/08/2019

This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.

EROSION AND SEDIMENT AOTEA STATION - STAGE 1 SHEET 2 OF 2 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000002

REVISION

A

SW

SW

SW SW

SW SW

SW SW

SW

SW

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W VG W VG W VG

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18.65 m W S

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NOTES:

S

1. FOR EROSION AND SEDIMENT CONTROL MEASURE STANDARD DETAILS REFER TO GUIDELINE DOCUMENT 005.

T

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52

3. ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH AOTEA STATION STAGE 1 TO 3 UTILITY RELOCATION WORKS ESCP AND CEMP.

T SW

SCALE 1:250

4. ALL AREAS ARE INDICATIVE ONLY.

16

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CONTINUATION - REFER TO SHEET 2

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103 99

66

Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.

CREATOR ID : CRL_AOT_390_00_LKA_SKE_000003

10

20

30

40

50

60

70

80

90

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

E CHANG DRAWN

D. ROLLO

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

CLIENT:

FOR INFORMATION DESCRIPTION

22/08/2019

E CHANG

CHECKED

DATE

APPROVED

DATE

C. SECRETIN

22/08/2019

This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.

EROSION AND SEDIMENT AOTEA STATION - STAGE 2 SHEET 1 OF 2 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000003

REVISION

A

VE S SW

ALBERT STREET

T

SW

SW

SW

T

SW

CITYLINK

SW

S

SW S

SW S

T

CONTINUATION - REFER TO SHEET 1

CL

T

SW

VG

T VG

T VG

10m

SW

T VG

T VG

T

5

SW

VG

0

225Ø UNKNOWN

SW

T

71 T

2.5

CHORUS

T T

SW

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6

69

VODAFONE

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112

106

SW

VG

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67

T

104

SW

VG

4

VECTOR COMMS FO VECTOR ELEC

SW

T

57-59

STORMWATER

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VECTOR GAS

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51-53

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T

89

S

SW

VG

VG

VG

VG

VG

SW

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85 81

STORMWATER

FO

VG

SETTLEMENT TANK TO DISCHARGE THROUGH A PIPE TO AN EXISTING CATCHPIT

EXISTING

SW

POTABLE WATER

VG VE

VG

PROPOSED

VG VE

Last saved by: PERRY.KOSTANICH(2019-08-22) Last Plotted: 2019-08-22 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000003

VE

102

SILT SOCK

UTILITIES LEGEND: 40

VE

86

>

SW

VE

47

DIRTY WATER DIVERSION SW INLET PROTECTION SETTLEMENT TANK

VE

76-84

0

S

43

CLEAN WATER DIVERSION BUND

S

T

> >

SW

SW

SW

STABILISED ENTRANCE

VE

37-41

ESCP LEGEND:

VE

SW

SW

EXISTING CRL DESIGNATION BOUNDARIES

SW

N

PEDESTRIAN ACCESS ROUTES

20

SW

TN

27-35

SW

SW

SW

SW SW

WORK ZONE C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED)

SW

ISO A1 594mm x 841mm

LEGEND:

SW FO

ISO A1 594mm x 841mm

SW

SW

SW FO

SW

SW

SW

N

SW SW SW S

S

SWS VG

VG

SW

42

SW

T

STABILISED ENTRANCE FOR SITE COMPOUND

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WELLESLEY STREET WEST

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S

S

VG

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SW

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S

S

S

TN

FO

SW

SW

SW

SW

SW

SW

SW

CONTINUATION - REFER TO SHEET 1

120-130

1/2-4/2

4-10 8

4

VE

SW SW

VG VE

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SW

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WORK ZONE

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LEGEND: SW VG VE FO

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C2.2 UTILITY WORKS ZONE 13 (PREVIOUSLY CONSENTED)

11

T

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VE SW S FO

VE SW S FO

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FO VE

T

T

T

T

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VE VE VE VE S S S S SW FO SW FO SW FO SW

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15

VG

PEDESTRIAN ACCESS ROUTES SW VG VE FO

EXISTING CRL DESIGNATION BOUNDARIES STABILISED ENTRANCE

> >

SW VG VE

SW VG VE

ESCP LEGEND: 44

CLEAN WATER DIVERSION BUND DIRTY WATER DIVERSION

SW VG VE

SW INLET PROTECTION SETTLEMENT TANK

SW VG VE

>

SILT SOCK

UTILITIES LEGEND:

VG VE

PROPOSED

VG

SW

SW SW

VG

SW SW

VG

SW SW

VG

SW SW

VG

SW SW

WELLESLEY STREET WEST

VG

SW SW

FO

FO

SW

FO

VG

SW

FO

FO

SW

FO

SW

SW

T

FO

SW

SW

SW

FO

SW

SW

SW

SW

FO

SW

SW

SW

EXISTING

SW

STORMWATER

S

WASTEWATER

SW

STORMWATER

POTABLE WATER VECTOR GAS

SW

SW SW

FO

MAYORAL DRIVE

SW

SW

FO

SW

SW

SW

SW

VE

VE

VE

VE

VE

VE

VESW

X

SW

VESW

SW

SW VE

SW SW VE

125

SW

129-135 103

SW

SW

SETTLEMENT TANK TO DISCHARGE TO AN EXISTING SW MANHOLE. THE MANHOLE NEEDS TO BE PROTECTED FOR PUBLIC SAFETY.

SW

T T

SW

SW

VG

T

SW

SW VG

T FO

VE

VG

37 138

ALBERT STREET

Last saved by: PERRY.KOSTANICH(2019-08-22) Last Plotted: 2019-08-22 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000004

SW

SW

SW

SW

SW

30

SW

SW

SW

SETTLEMENT TANK TO SERVICE SITE COMPOUND. IT WILL DISCHARGE TO AN EXISITNG SW MANHOLE ALONG THE PEDESTRIAN WALKWAY. THE MANHOLE NEEDS TO BE PROTECTED FOR PUBLIC SAFETY.

SW

15-31

FO

FO

T

VODAFONE

C

CHORUS

CL

CITYLINK

SW

SW SW

49

100

REVISIONS

CREATOR ID : CRL_AOT_390_00_LKA_SKE_000004

20

30

40

50

60

70

80

90

100mm

SW

SCALE

SIZE

AS SHOWN

A1

DESIGNED

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

E CHANG DRAWN

D. ROLLO

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

3. ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH AOTEA STATION STAGE 1 TO 3 UTILITY RELOCATION WORKS ESCP AND CEMP. 4. ALL AREAS ARE INDICATIVE ONLY.

SW SW

Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.

FOR INFORMATION DESCRIPTION

1. FOR EROSION AND SEDIMENT CONTROL MEASURE STANDARD DETAILS REFER TO198 GUIDELINE 190 202 DOCUMENT 005.

2. STABILISED ENTRANCEWAYS ARE REQUIRED AT ANY ENTRY OR EXIT POINT OF A CONSTRUCTION SITE.

SW

10m

CLIENT:

10

182

SW

SW SW

5

SW SW

0

SCALE 1:250

0

58

88

86

2.5

NOTES:

SW

SW SW

FO

SW

SW SW

VECTOR COMMS FO VECTOR ELEC

SW

SW SW

FO

56

22/08/2019

E CHANG

CHECKED

DATE

APPROVED

DATE

C. SECRETIN

22/08/2019

This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.

EROSION AND SEDIMENT AOTEA STATION - STAGE 2 SHEET 2 OF 2 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000004

REVISION

A

SW

SW

SW

SW

SW

SW

SW

SW SW

SW

W VG W VG

SW

SW

W W

X SW

SWSW

SW

SW

SW

18.65 m W S

T

VE

SW

SW

SW T

VE W VG

W VG VE

VGW

S

VG ST

VE

SW W

SW

SW

W VG T VE

SW

VE

44

SW W VG S T VE

SW SW

SW W VG S T VE S W VG T VE

SW SW VG T VE

SW SW VG T VE

SW SW VG T

VE

SW SW S

SW

1. FOR EROSION AND SEDIMENT CONTROL MEASURE STANDARD DETAILS REFER TO GUIDELINE DOCUMENT 005.

2. STABILISED ENTRANCEWAYS ARE REQUIRED AT ANY ENTRY OR EXIT POINT OF A CONSTRUCTION SITE.

T W VG

SW

VG VE FO

W VG

S

NOTES:

VE

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S S

52

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VG

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VE VG

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SW

T

3. ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH AOTEA STATION STAGE 1 TO 3 UTILITY RELOCATION WORKS ESCP AND CEMP.

T

SW SW

103

VG

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S

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225Ø UNKNOWN

W VG VE SW

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VG VG

W VG

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VICTORIA STREET WEST

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T VG SW

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VE

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FO SW

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SW

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SW SW SW

VG

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W VG

SW

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SWSW

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W VG

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SW

SW SW SW

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VG VG

SW

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SW

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SW

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VE

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CONTINUATION - REFER TO SHEET 2

SW

SW

SW

SW

SW

SW SW SW SW

DURHAM STREET WEST

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SW

T

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SW SW

VE SW

S SW

VE

VE S FO SW

SETTLEMENT TANKS TO DISCHARGE TO AN EXISTING SW CATCHPIT. THE CATCHPIT 99 NEEDS TO BE PROTECTED FOR PUBLIC SAFETY.

16

4. ALL AREAS ARE INDICATIVE ONLY. 66

Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.

CREATOR ID : CRL_AOT_390_00_LKA_SKE_000005

0

10

20

30

40

50

60

70

80

90

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

E CHANG DRAWN

D. ROLLO

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

CLIENT:

FOR INFORMATION DESCRIPTION

22/08/2019

E CHANG

CHECKED

DATE

APPROVED

DATE

C. SECRETIN

22/08/2019

This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.

EROSION AND SEDIMENT AOTEA STATION - STAGE 3 SHEET 1 OF 2 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000005

REVISION

A

SW

T

T

T

T

T

T

T

T

S SW VG SW

S

T

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SW SW S

SW SW

T SW

SW

VE

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VE S SW SW

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SW

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SW

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ALBERT STREET

SW

SW SW

VG

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CITYLINK

T

SW S

SW SW

VG

T

SW

CL

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VG

T

SW

CHORUS

T

SW SW SW S

SW

VG

T

SCALE 1:250

VODAFONE

C

SW

VG

10m

VECTOR ELEC

T

SW

SW

T

5

VECTOR COMMS FO

VE

SW

S

SW S

SW S

T

0

VECTOR GAS

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71 T

2.5

POTABLE WATER

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SW

SW

6

69

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STORMWATER

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T

VG

67

SW

T

4

SW

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57-59

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T

51-53

225Ø UNKNOWN

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VG

T

89

WASTEWATER

T T

SW

VG

85 81

S

112

106

SW

T

65-71

STORMWATER

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VG

VG

VG

VG

VG

SW

VG

VG

EXISTING

SW

104

VG

102

PROPOSED

VG VE

VE

VE

VE

Last saved by: PERRY.KOSTANICH(2019-08-22) Last Plotted: 2019-08-22 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000005

VE

VE

INSET PLAN

SILT SOCK

UTILITIES LEGEND: 40

VE

47 86

SW

VE

76-84

S

T

43

SETTLEMENT TANK

>

S

VE

37-41

SETTLEMENT TANK TO DISCHARGE TO AN EXISTING SW CATCHPIT. THE CATCHPIT NEEDS TO BE PROTECTED FOR PUBLIC SAFETY.

DIRTY WATER DIVERSION SW INLET PROTECTION

VG VE

CANOPY REMOVAL DURING THIS PHASE

CLEAN WATER DIVERSION BUND

SW

SW

STABILISED ENTRANCE

> >

SW

SW

SW

ESCP LEGEND:

T

SW

EXISTING CRL DESIGNATION BOUNDARIES

SW

SW

PEDESTRIAN ACCESS ROUTES

SW

N

20

SW

SW SW

TN

27-35

SW

SW SW

WORK ZONE C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED)

SW

SW

CONTINUATION - REFER TO INSET PLAN SW

SW

ISO A1 594mm x 841mm

LEGEND:

S

WELLESLEY STREET WES

SW S VG

SW

SW

SW

VE S SW FO

SSW FO

T

T

T

T

T

T

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SW

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T

T

T

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SW

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SW

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T

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T

VE

VE

SW

T

S

FO

VE

S

FO

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S

VE

VE

FO

S

VE

S

VE

S FO

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S FO

VE

S FO

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S SW FO

VE

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VE S SW FO

VE S

VE S SW FO

SW S FO

T

T

T

T

T

T

T

T

SW

SW

SW

SW

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SW

SW

SW

T

T

T

T

T

VE

SW S FO

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FO SWSW VG FO SWSW

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FO

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S

SW

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SW

SW

T

T

T

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SW

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T

T

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T

T

SW

WELLESLEY STREET WEST

SW

FO

FO

SW

FO

VE

VG

SW

FO

VE

VG

SW SW T

SW

SW

FO SWSW

SW

FO SWSW

56

SW

FO SWSW

SW

NOTES:

SW

1. FOR EROSION AND SEDIMENT CONTROL 58 MEASURE STANDARD DETAILS REFER TO GUIDELINE DOCUMENT 005.

SW

2. STABILISED ENTRANCEWAYS ARE REQUIRED AT ANY ENTRY OR EXIT POINT OF A CONSTRUCTION SITE. 3. ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH AOTEA STATION STAGE 1 TO 3 UTILITY RELOCATION WORKS ESCP AND CEMP. SW

SWSW

VE VE

SW T T T

T T

TT

T

T

SWSW

VE

T T

18.12 m

SW SW SW

SW

SWSW

FO

SW

SWSW

VE

SW

SCALE 1:250

VE

SW

10m

VE

SW

5

44

VE

SW

86

VE

VG SW

SW

88

VE

VG

SW VG

SW

VG

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SW VG

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T

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T

SW

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SW

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FO

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VG

SW

SW

100

0

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SW

VG

SW

SW

X

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T

T

T

FO

VG VE FO

SW

FO

SW

VE

SW

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S

SW

SW

SW

SW

X

SW

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18.03 m

SW

SW

T

SW

FO S

FOS

SW

SW

125

49

2.5

VG

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SW

SW

T

SW

T

T

1.50 m VE

SW

SW

CITYLINK

CL

SW FO

SW

SW

VODAFONE CHORUS

VE

SW

SW

VECTOR ELEC

T

FO

SW

Last saved by: PERRY.KOSTANICH(2019-08-22) Last Plotted: 2019-08-22 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000006

VECTOR COMMS FO

VE

SW

103

SW

VG

SW

T T FO SW VG

SW

CONTINUATION - REFER TO SHEET 1

99

VECTOR GAS

VE

C

STORMWATER

POTABLE WATER

VG FO

EXISTING SW

WASTEWATER

T

S W

T

STORMWATER

SW

VG

SW VG

PROPOSED

FO

FO

SILT SOCK

T

SW VG

T

>

SW

129-135

1/2-4/2

UTILITIES LEGEND: SW

ALBERT STREET

SW

T

SW VG

FO

SETTLEMENT TANK

SW

SETTLEMENT TANK TO DISCHARGE TO AN EXISTING SW MANHOLE. THE MANHOLE NEEDS TO BE PROTECTED FOR PUBLIC SAFETY.

VG

T

T

T

T

DIRTY WATER DIVERSION SW INLET PROTECTION

VG

FO

SW SW

FO SW SW

VG

VG

FO

CLEAN WATER DIVERSION BUND

FO

SW FO SW

VG

FO SW

FO

STABILISED ENTRANCE

> >

VG

N

VG

ESCP LEGEND:

FO

SW

EXISTING CRL DESIGNATION BOUNDARIES

VE

SW

PEDESTRIAN ACCESS ROUTES

VE

TN

C2.2 UTILITY WORKS ZONE42 (PREVIOUSLY CONSENTED)

VE

ISO A1 594mm x 841mm

WORK ZONE

S

225Ø UNKNOWN

S

112

SW

37 138

S

120-130

S

LEGEND:

4. ALL AREAS ARE INDICATIVE ONLY. Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.

CREATOR ID : CRL_AOT_390_00_LKA_SKE_000006

0

10

20

30

40

50

60

70

80

90

100mm

SIZE A1

FOR INFORMATION APPROVED

PROJECT:

CITY RAIL LINK

ZONE:

AOTEA STATION

E CHANG DRAWN

D. ROLLO

TITLE:

P. KOSTANICH A REV

COMPANY NUMBER : 6267870

SCALE AS SHOWN

DESIGNED REVISIONS

CLIENT:

FOR INFORMATION DESCRIPTION

22/08/2019

E CHANG

CHECKED

DATE

APPROVED

DATE

C. SECRETIN

22/08/2019

This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.

EROSION AND SEDIMENT AOTEA STATION - STAGE 3 SHEET 2 OF 2 PROJECT

DOCUMENT:

ZONE

DISCIPLINE

ORGANISTION

TYPE

SHEET

CRL - AOT - RME - LKA - SKE - 000006

REVISION

A

Contamination Delivery Work Plan

Appendix B: Record of CLG and Independent Peer Review Comments CLG Comments A Community Liaison Group (CLG) meeting for Aotea Stage 1-3 Utility Relocation works was held on Monday 5th August 2019 from 4pm – 5:30pm. No comments were received from the CLG in relation to the CDWP. Comment ID

Date

Time

Forum

5/08/2019

1600 - 1730hrs

CLG

Contributor

Comment

Resolution

No comments recorded.

No Change to DWP

Independent Peer Review Page no.

C-DWP Addendum section

13

7.2

Page 17

Paragraph/ sentence

| Contamination Delivery Work Plan

Comment

Resolution

In Section 7.2, the regulation citations should be updated.

The current regulations are the Health and Safety at Work (Asbestos) Regulations 2016.

The author may also wish to add a reference to BRANZ Guidelines for management of asbestos in soil.

I recognise that these comments are a bit beyond my scope, which is verifying that consent conditions are appropriately addressed in the work plan.

However, given the significant change in regulations, it is probably wise to update the reference for clarity.

Section 7.2 updated as requested.

Section 7.2 updated as requested.

Noted.

Contamination Delivery Work Plan

Appendix C: Approved Contamination Delivery Works Plan

Page 18

| Contamination Delivery Work Plan