Auckland City Rail Link In association with:
INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Connectus Document Ref: 025-Y018-2719 Revision: 05 21st AUGUST 2017
COMMERCIAL IN CONFIDENCE
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CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
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DOCUMENT INFORMATION Organisation:
Connectus
Document Title:
Industrial and Trade Activities Environmental Management Plan
Connectus Document Number
025-Y018-2719
Client:
City Rail Link Limited
Project:
CRL Enabling Works Contract 2
Location:
Auckland CBD
Project No:
2719
REVISION HISTORY Rev
Date
Details ST
Draft for Connectus Review
Author
Approver
J. Bennett
C. Hind
1
16/10/15
1
01
27/10/15
2nd Draft – AT Review sent as Rev 01
J. Bennett
C. Hind
02
30/10/15
Draft for Consultation
J. Bennett
F. Davies
03
25/02/16
Draft Incorporating CLG comments and updates methodology
S.Lindberg
C. Hind
J. Huges 04
05
21/03/16
21/08/17
Final for lodgement incorporating AC comments and change to water treatment methodology
S.Lindberg
Annual Review
J.Surphlis
C Hind
J. Huges C. Powell
This document remains the property of Connectus. Its contents are confidential and shall not be reproduced, destroyed or given away without the express, written permission of Connects. Unless specifically noted thereon, other copies of this document are uncontrolled.
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CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
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GLOSSARY Term
Definition
ACZ
Active Construction Zone (D and E relate to the Project works) – identified during the consenting process to delineate construction methodology for different areas of the project.
AT
Auckland Transport
CEMP
Construction Environmental Management Plan
CLG
Community Liaison Group
CRL
City Rail Link
CSA
Construction Support Area
EHS
Environmentally Hazardous Substances
EMP
Environmental Management Plan
ESCP
Erosion and Sediment Control Plan
ITA
Industrial and Trade Activity
ITA EMP
Industrial and Trade Activities Environmental Management Plan
MSDS
Material Safety Data Sheet
SOP
Standard Operating Procedure
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
Table of Contents 1
2
INTRODUCTION ........................................................................................................................ 8 1.1
PURPOSE OF THE INDUSTRIAL AND TRADE ACTIVITIES EMP .................................... 10
1.2
RESOURCE CONSENT REQUIREMENTS ....................................................................... 10
1.3
INDUSTRIAL AND TRADE ACTIVITIES EMP AUTHOR .................................................... 13
SITE DESCRIPTION ................................................................................................................ 13 2.1
SUMMARY OF METHODOLOGY...................................................................................... 13
2.2
CONSTRUCTION SUPPORT AREAS ............................................................................... 14
2.3
WATER TREATMENT SYSTEM........................................................................................ 15
3
SITE ACTIVITIES ..................................................................................................................... 16
4
ON-SITE DRAINAGE ............................................................................................................... 17
5
POTENTIAL CONTAMINANTS AND MANAGEMENT CONTROLS .......................................... 17
6
RISK MANAGEMENT............................................................................................................... 19
7
6.1
STRUCTURAL CONTROLS .............................................................................................. 19
6.2
SPILL RESPONSE ............................................................................................................ 20
6.3
DISCHARGE MONITORING ............................................................................................. 20
SITE INSPECTION AND AUDIT ............................................................................................... 20 7.1
INSPECTION PROGRAMME ............................................................................................ 20
7.2
AUDITING ......................................................................................................................... 20
8
TRAINING ................................................................................................................................ 20
9
DOCUMENT REVIEW .............................................................................................................. 21
APPENDIX A: CONSTRUCTION SUPPORT AREA PHOTOS ......................................................... 22 APPENDIX B: WEEKLY INSPECTION CHECKLIST ........................................................................ 23 APPENDIX C: RECORD OF CLG COMMENTS .............................................................................. 24
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
1 INTRODUCTION The City Rail Link (CRL) project comprises the construction, operation and maintenance of a 3.4 km underground passenger railway, running between Britomart Station and the North Auckland Rail Line in the vicinity of Mt Eden station. The works relating to this Industrial and Trade Activities Environmental Management Plan (ITA EMP) constitute part of the enabling works for the CRL. The works (the Project) involve the construction of twin rail tunnels within the Albert Street road corridor from Customs Street West to Wyndham Street. The tunnels will be constructed using a staged cut and cover method and are expected to take 33 months to complete. Figure 1 outlines the extent of works for the Project. This ITA EMP has been prepared by AECOM New Zealand Limited (AECOM) and forms part of the Construction Environmental Management Plan (CEMP) for the Project. The ITA EMP specifically relates to conditions 95 – 104 of discharge permit R/REG/2014/5436.
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
Figure 1 Extent of Project Works
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
1.1
PURPOSE OF THE INDUSTRIAL AND TRADE ACTIVITIES EMP
This ITA EMP has been prepared to manage the ITAs that will be undertaken in Construction Support Areas (CSAs) 4, 5 and 6 a n d t h e which are associated with the construction of the Britomart Station to Wyndham Street (Britomart to Wyndham) section of the City Rail Link (CRL) project. It provides a framework for the effective management of stormwater discharges from these CSAs - i.e. the Northern Compound (CSA 4 and CSA 5) and the Southern Compound (CSA 6), and documents the management and operational systems employed by Connectus to ensure that the environmental objectives of the site are met. The Project site will be operated and managed in accordance with this ITA EMP at all times. The Project comprises Active Construction Zones (ACZ) D and E (refer Figure 2), which were identified during the CRL Britomart to Wyndham enabling works consenting process to delineate construction methodology for different work areas. This ITA EMP includes the ACZs, contaminated stormwater generated in the ACZs will be led to the construction trench and pumped out of the trenches for treatment prior to discharge to the stormwater or sewer system or managed as part of the erosion and sediment control processes (refer to the Project Erosion and Sediment Control Plan (ESCP) – Appendix I of the Project CEMP). Condition 98 of R/REG/2014/5436 requires that a copy of the ITA EMP (certified version) is kept on site and is accessible at all times. This ITA EMP has been prepared in consultation with a Community Liaison Group (CLG) prior to submission to Auckland Council (as per resource consent condition 19). A record of consultation outcomes is included in Appendix D. A number of related management plans are referenced throughout this ITA EMP to avoid duplication of information and thereby enable efficient document control. The other relevant plans are the Project CEMP, Project ESCP (Appendix I of the Project CEMP, including Appendix D - Chemical Treatment Management Plan (CTMP)) and the Project Emergency Spill Response Plan (ESRP) (Appendix T of the Project CEMP). Figure 2 Location of ACZs D and E
1.2
RESOURCE CONSENT REQUIREMENTS
This ITA EMP has been developed specifically to fulfil the requirements of Discharge Permit R/REG/2014/5436, for the discharge of water and wastewaters. Table 1 identifies the relevant consent conditions and where these are addressed within the ITA EMP. Table 1 ITA consent conditions from R/REG/2014/5436 and the relevant sections of this document
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
Condition
Condition
Number 95
This consent shall expire 15 years after the consent commences unless it has been surrendered or been cancelled at an earlier date pursuant to the Resource Management Act 1991.
96
At least 20 working days prior to the commencement of construction, a final Industrial and Trade Activities Environmental Management Plan (“EMP”) shall be submitted to the Council (Team Leader Central Monitoring) for certification. The Consent Holder shall request the Council’s (Team Leader Central Monitoring) determination as to whether the EMP can be certified, in writing, within 10 working days following receipt of the EMP. The EMP shall b db i lifi d d h ll i l d b t t a. identification of the specific activities conducted on the site b. the identification of potential contaminants associated with these activities;
Relevant section of ITA EMP
1.3
4 5 5, 6
c.
methods used to prevent identified contaminants contacting stormwater runoff as far as practicable and methods to manage environmental risks from site
d.
an Emergency Spill Response Plan (which includes the provision that all spills over 20 litres, or any spill of Environmentally Hazardous Substances that has entered the stormwater system, a water-body or has contacted unsealed ground, shall be reported immediately to the
e.
an up-to-date and accurate site drainage plan showing the location of all site catchpits and the final discharge point(s) of the site stormwater system;
4 and Appendix A
f.
an appropriate auditing programme to ensure site performance with all components of the sites EMP;
7.2
g.
methods for providing and recording staff training; and
8
h.
a monitoring programme as outlined in Condition 101.
6.3
Appendix T of the Project CEMP (Emergency Spill Response Plan)
97
The Consent Holder shall ensure that the site is operated and managed in accordance with the certified EMP to ensure the risks from the site are managed appropriately.
1.1
98
The Consent Holder shall ensure that a copy of the certified EMP is kept on site and accessible at all times.
1.1
99
The Consent Holder shall ensure that the following structural controls are constructed for the following catchment areas and design requirements and they are completed prior to discharges commencing from the site.
6.1
Works Device catchment area Design requirements Works Device Design catchm Requirement ent Settlement Tanks All ACZs Discharge levels as (2x 12,000l tanks), per monitoring located in CSAs 2 Condition 101 and 4 As required 110% of largest Bunding of container Environmentally Hazardous Substances
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
Condition Number 100
Condition
Relevant section of ITA EMP
In the event that any minor modifications to the structural controls system 6.1 are required, the following information shall be provided to Council: a. Plans and drawings outlining the details of the modifications; and
6.1
b. Supporting information that details how the proposal does not affect the 6.1 capacity or performance of stormwater management system. All information shall be submitted to, and the proposed modifications certified by the Council (Team Leader Central Monitoring), prior to implementation. 101
Within 30 days of the installation of the water treatment system, and prior to 2.3, 6.3 and Section 3.5 operation, a discharge monitoring programme, to assess the ongoing of the Project CTMP adequacy of all management practices, shall be developed and submitted to the Council (Team Leader Central Monitoring) for certification. The monitoring programme shall include, but not be limited to: a. sampling location for final discharge from the site(s);
2.3, 6.3 and Section 3.5 of the Project CTMP
b. sampling locations on site (i.e. swale inlets, outlets etc);
2.3, 6.3 and Section 3.5 of the Project CTMP
c. methods and procedures for discharge sampling on a quarterly basis;
2.3, 6.3 and Section 3.5 of the Project CTMP
d. monitoring parameters for analysis, which shall include: 2.3, 6.3 and Section 3.5 of the Project CTMP a) sampling location for final discharge from the site(s); b) sampling locations on site (i.e. swale inlets, outlets etc); c) methods and procedures for discharge sampling on a quarterly basis; d) monitoring parameters for analysis, which shall include: Daily •
Turbidity (NTU)
•
pH
Weekly •
Total Suspended Solids mg/L
• •
Copper (total) mg/L Zinc (total) mg/L
•
Lead (total) mg/L
•
Total Petroleum Hydrocarbons mg/L
e. identified trigger levels for each of the above parameters. These trigger 2.3, 6.3 and Section 3.5 levels shall be developed with reference to the ANZECC Guidelines for of the Project CTMP water quality where applicable; and f. the methods and procedures for investigating and reporting stormwater 2.3, 6.3 and Section 3.5 discharge monitoring results to the Council (Team Leader Central of the Project CTMP Monitoring). 102
The discharge monitoring programme shall be implemented upon 2.3, 6.3 and Section 3.5 of Project the CTMP completion of works set out in Condition 99.
103
Within five working days of receipt of sample results showing contaminants 2.3, 6.3 and Section 3.5 exceeding the agreed trigger levels (Condition 101(e)): of the Project CTMP a. an investigation shall be undertaken to determine why exceedances were 2.3, 6.3 and Section 3.5 detected and to identify any additional source controls or treatment required; of the CTMP and
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
Condition Number
Condition
Relevant section of ITA EMP
b. the results of the investigation shall be reported to the Council (Team 2.3, 6.3 and Section 3.5 Leader Central Monitoring). of the CTMP 104
1.3
Within eight weeks following the start of the monitoring required by Conditions 101 and 102, a monitoring report shall be submitted to t h e Council (Team Leader Central Monitoring). The monitoring report shall include, but not be limited to, the following:
2.3, 6.3 and Section 3.5 of the CTMP
a. a summary of the monitoring results to date;
2.3, 6.3 and Section 3.5 of the CTMP
b. an interpretation of those results and suggestions for improvement to the site operations;
2.3, 6.3 and Section 3.5 of the CTMP
c. a programme for ongoing monitoring including the reporting of results; and
2.3, 6.3 and Section 3.5 of the CTMP
d. a programme for the ongoing maintenance of the discharge water management and treatment system.
2.3, 6.3 and Section 3.5 of the CTMP
INDUSTRIAL AND TRADE ACTIVITIES EMP AUTHOR
This ITA EMP has been prepared by Justine Bennett, Associate Director and Team Leader Natural Resources at AECOM. Justine has 18 years’ professional experience as an environmental scientist, focussed on water quality, stormwater and wastewater discharge management.
2 SITE DESCRIPTION This section presents a summary of the Project in relation to the matters required to be addressed by the ITA EMP. A detailed description of the construction works is provided in the Project CEMP.
2.1
SUMMARY OF METHODOLOGY
Connectus will use a staged cut and cover methodology to construct two parallel rail tunnels within the Albert Street road corridor between Customs Street and Wyndham Street. The total length of the tunnel for the Project will be 340m. A number of utilities are required to be removed, relocated, or supported during construction. Generally, the Project works undertaken within the relevant ACZs (D and E) will consist of: 1. Utilities relocation and exposure 2. Piling and capping beam construction within Albert Street; 3. Piling and road deck construction within the Customs Street intersection; 4. Trench Excavation, including using shotcrete and rock dowelling; 5. Construction and waterproofing of the rail tunnels; and 6. Backfill of the trench, including construction of the new road pavement. Full details of the construction methodology can be found in the Project CEMP.
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2.2
CONSTRUCTION SUPPORT AREAS
The Project makes use of three of the CSAs identified during the consenting process. The locations of these are shown in Appendix A. In addition, a construction support deck will be constructed adjacent to the trench in Albert Street, and various mobile activities will occur along the construction support deck e.g. crane activities, truck movements, shotcreting activities, sundry construction support activities. General details of each CSA are provided below for illustration. CSA 6 – at the southern end will provide for: •
A small site office
•
A laydown area for materials and equipment
•
A small toilet and lunchroom facility
•
A generator
•
A load-in area for backfill material.
•
Concrete pumping equipment and concrete load-in.
•
Skip bins / rubbish and recycling bins
•
Provision for 150m³ of stockpiled material during the tunnel backfilling.
•
An earthworks storage area used for storing spoil during excavation and storing backfill material during backfilling
CSA 4 – at the northern end will provide for: •
General and hazardous goods storage
•
Piling and deck equipment laydown
•
Skip bins / rubbish and recycling bins
•
Spill kits
•
Jet grouting equipment storage
•
A more substantial lunchroom and toilet facility
•
Site offices
•
A generator
•
Vehicle and Equipment Parking
•
Materials delivery and handling
•
Settling tanks
CSA 5 – On Customs Street: CSA 5 will be a relatively fluid construction support area as the intention is to keep traffic lanes open through staged construction of a traffic deck. During deck piling and deck construction CSA 5 will be used for: •
Piling equipment laydown
•
Jet grouting equipment
•
A Generator
•
Concrete delivery and pumping.
•
Portable toilet facilities
•
Skip bins / rubbish and recycling bins
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
•
Parking for the spoil removal truck
•
A bunded stockpiling area
Once the bridge deck is complete, most of the area identified as CSA 5 during consenting will be open to traffic as works are carried out beneath the bridge. This ITA EMP relates to activities in the CSAs 4, 5, 6 and along the construction support deck. Appendix A provides plans showing an indicative layout for each CSA. •
Drawing CRLC2-SKE 0355 provides an over view of the Customs Street/Albert Street Intersection where CSAs 4/5 are located.
•
Drawing CRLC2-SKE 0356 provides an over view of CSA 6 located on Albert Street.
Locations of site offices, stockpile areas, spill kits and Environmentally Hazardous Substances (EHS) storage are indicated along with specific construction equipment locations.
2.3
WATER TREATMENT SYSTEM
Groundwater and rainwater which collects in the trench during construction works will be treated as detailed in the ESCP and CTMP. During the first phase of trench excavation, dirty water will be pumped to settlement devices. As trench excavation proceeds, a specifically designed water treatment plant (WTP) will be located within the trench. The WTP will treat water from the construction site active construction areas. The details of the water treatment system are included in the ESCP and may be subject to change as water treatment requirements dictate. It is noted that for CSA 6, dirty runoff will drain to the construction trench for containment and treatment. The construction support deck will have maintained clean to prevent or minimize un contained dirty runoff leaving the construction site. Within 30 days of the installation of the water treatment system, and prior to operation, a discharge monitoring programme, to assess the ongoing adequacy of all management practices, shall be developed in accordance with Resource Consent conditions 101-104 (refer Section 2.3 of this ITA EMP and Section 3.5 of the CTMP). As required by Resource Consent condition 103, action is required if discharge sample results exceed trigger levels. The ESM will be immediately notified and communicate with Council to fulfil the following consent requirements: Within five working days of receipt of sample results showing contaminants exceeding the agreed trigger levels (Condition 101(e)): •
an investigation shall be undertaken to determine why exceedances were detected and to identify any additional source controls or treatment required; and
•
the results of the investigation shall be reported to the Council (Team Leader Central Monitoring).
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3 SITE ACTIVITIES The site activities occurring within CSAs 4, 5 and 6 are summarised in Table 2: Table 2 Summary of Site Activities
Activity
CSA 4, 5 & 6 and Construction Support Deck
Site offices and construction personnel amenities including portaloo or similar
Y
Loading and unloading of general construction materials including sand and aggregate, and construction materials, steel and equipment
Y
Temporary storage area for spoil disposal or backfill materials
Y
Storage of construction materials such as steel reinforcing cages, pre-cast concrete elements, geotextiles, formwork (timber and steel), bagged cement
Y
Storage of Environmentally Hazardous Substances
Y
Fuel storage for pumps, generators etc
Y
Use and storage of diesel pumps and compressors
Y
Use and storage of concrete, concrete pumps & shotcrete equipment
Y
Use and storage of mobile generators
Y
Local refueling of non-road registered construction vehicles
Y
Storage of jet grout pump and mixing plant (use will be limited to within the excavation)
Y
Liquid waste storage and collection (e.g. contaminated water, used chemicals, liquids and slurry from spill clean-up, “slops and slurry� skips from active work zones
Y
Solid waste storage and collection
Y
Wash down of equipment (Excluding vehicles)
Y
Vehicle movements between active work zones and construction support areas.
Y
Storm water/groundwater containment and/or treatment facility
Y
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
4 ON-SITE DRAINAGE The existing drainage system consists of the Auckland Council stormwater network currently in place within the Project site. This drainage system collects runoff from the road pavements and directs it to the stormwater pipelines which then discharge directly into the Waitemata Harbour through the existing discharge structure located at the Promenade. The release of contaminants to the stormwater network will be managed using the controls described in the Project ESCP and this ITA EMP. Discharge to sewer network may also be undertaken where water quality requirements for storm water cannot be met. Appendix A provides site plans showing the existing stormwater drainage system within and adjacent to the Project site, including the ITA areas of CSAs 4, 5 and 6. The drawings also outline methods to manage sediment release during construction. Further details on sediment control methods can be found in the ESCP. •
Drawing CRLC2-SKE 0351 provides an over view of the Project site
•
Drawing CRLC2-SKE 0355 provides an over view of the Customs Street Intersection where CSAs 4/5 Northern Compound) are located.
•
Drawing CRLC2-SKE 0356 provides an over view of CSA 6 (Southern Compound) located on Albert Street.
5 POTENTIAL CONTAMINANTS AND MANAGEMENT CONTROLS Table 3 sets out the activities on site with the potential to generate contaminants which may enter the stormwater network. It also provides an assessment of the level of that risk and outlines structural and procedural controls to manage that risk. The Project Emergency Spill Response Plan (ESRP) (Appendix T of the Project CEMP) provides emergency response arrangements covering Environmentally Hazardous Substances (EHS). Risk has been assessed in accordance with the Contractor’s Risk Assessment Guideline to establish an initial risk prior to controls (R1) and a residual risk after controls have been put in place (R2). Both assessments consider both likelihood of occurrence and level of consequence. Table 3 Potential Contaminants and Controls
Activity Site offices and amenities
Construction vehicle parking (limited number) Construction equipment storage (pumps, compressors/ generators etc.)
CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
Potential Risk
R 1 Controls
R2
Spillage from Portaloos
M
In the event of a spill the processes outlined in the Project Emergency Spill Response Plan will be implemented.
L
Oil and hydraulic fluid leakage
L
Regular inspection and servicing of vehicles. Repair to minimise leakage
L
Oil, fuel and hydraulic fluid leakage
M
Regular inspection and servicing of equipment. Repair to minimise leakage
L
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
Activity
Potential Risk
Storage, loading and unloading of construction materials, backfill and spoil
Sediment laden runoff from soil and aggregate and used formwork.
Storage, loading and unloading of construction materials
Alkaline runoff from bagged cement leakage and grout.
Loading and unloading and use of bulk cement based construction materials
Alkaline runoff from spillage of wet cement from trucks when delivered to site and placed.
Storage of fuel for generators, pumps and other equipment (includes non- road registered construction vehicles)
Spillage of fuel during delivery or refueling activity.
Loading and Unloading of EHS
Accidental spills of EHS
Handling and temporary storage of excavated m a t e r i a l s such as spoil, subsoil and used asphalt
Stormwater runoff contaminated by spillage or temporary storage of spoil and other excavated materials.
Vehicle movements between active construction zone CSAs
Tracking of contaminants to the CSA catchment area
Equipment wash down
Wash waters drain to the stormwater system or construction trench
Storage and use of Jet grout pump and mixing plant, shotcrete pump and associated equipment
Hydrocarbon leakage or spillage of grout, chemicals or waste water prior to collection by waste disposal contractor or during discharge to trench Overflow from water t r e a t m e n t tanks to the stormwater system
Stormwater and groundwater treatment tanks
CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
R 1 Controls H
R2
Storage such that stockpile areas can be covered or a bunded area created with sediment control socks so that sediment laden water can be treated prior to discharge.
M
M
Storage such that cements and grouts are either inside a shipping container or covered outside with a waterproof material.
L
M
Operating in accordance with JSEA and CEP for the activity.
L
Check for spillage and clean up as required by the Project Emergency Spill Response Plan, contain runoff to construction trench. M
M
M
M
M
M
Site fuel tanks on bunded concrete pad with containment for spills or provide fuel tanks with integral bund so that spillage can be a v o i d e d o r captured and disposed of. Connectus on site procedure for refueling. Check frequently for leaks and spills and address as required by the Emergency Spill Response Plan. Spill kit by refueling activity Store hazardous materials in designated and bunded EHS storage containers as soon as they are received. Use spill kits to clean up any spillage during transfer and use as required by the Project Emergency Spill Response Plan Load excavated spoil material and asphalt directly onto truck or to stockpile for removal from site. If stored on site then either cover to prevent rain water contact or locate in contained area to enable runoff to be trapped, contained and treated prior to discharge. Regular cleaning of connecting access ways and construction support deck. Install catchpit protection to minimise sediment discharge into the public stormwater system. Wash down areas to be located on designated hardstand or plastic lined areas or drained such that wash waters are discharged to construction trench, contained and treated prior to discharge or removed from site by liquid waste contractor. Regular inspection and servicing of equipment. Repair to minimise leakage
L
L
L
L
L
L
Ensure jet grout waste skip is stored in designated area and emptied on regular basis. Regular check on waste levels and arrangement of disposal by supervision, follow JSEA & CEP. M
Treatment tank size and pump rates to be set to allow required residence time and additional containment of any peak flows or over flows to be provided. Engineering controls to prevent overfilling
L
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Activity
Potential Risk
Waste storage and collection.
Rainwater ingress into waste containers and e s c a p e of contaminants into storm water
Solid Waste storage and collection.
Rainwater ingress into waste containers and leaching of contaminants into stormwater
R 1 Controls M
M
R2
Regular inspection of skip to prevent overfilling. All waste storage areas/skips to be covered to prevent rainwater entry if liable to cause contaminated runoff. Used spill cleanup gear to be bagged and tagged or drummed for disposal. All waste storage areas/skips to be covered to prevent rainwater entry.
L
L
6 RISK MANAGEMENT 6.1
STRUCTURAL CONTROLS
The following structural controls will be put in place to ensure that spills and contaminated water do not enter the stormwater system and receiving environment: •
Bunding of Environmentally Hazardous Substances (EHS) – bunding will be provided where required and designed to contain a volume of 110% of the largest container. This ensures that if the largest container ruptures the spillage can be contained until it can be disposed of safely.
•
Settlement Tanks- Settlement tanks will be used to treat water from both the CSAs and the active construction zones. The tanks and any associated treatment device(s) will be designed to ensure that discharge levels comply with the identified trigger levels which are associated with the monitoring parameters established under Resource consent condition 101.
Resource consent condition 99 specifies using two 12,000L settlement tanks to achieve the discharge levels outcomes specified as per resource consent condition 101. However, Resource consent condition 100 enables modifications to the specifications of condition 99, subject to providing the following information to Council for their certification: •
Plans and drawings outlining the details of the modifications; and
•
Supporting information that details how the proposal does not affect the capacity or performance of stormwater management system.
Section 2.1.8 of the Project ESCP outlines the proposed water treatment methodology which is to be applied to the ACZ and CSAs. Connectus have investigated modifying the structural control specifications outlined in condition 99 to achieve better and more efficient water quality outcomes. Connectus and AT have been in dialogue with Council Officers, who have provided agreement in principle to such modifications to the structural controls specifications. If Connectus decide to proceed with the current modifications to the structural controls (or any other such specification which achieves the outcomes specified by condition 101), such changes will be certified by AC in accordance with condition 100.
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6.2
SPILL RESPONSE
A Project Emergency Spill Response Plan (ESRP) (Appendix T of the Project CEMP) has been prepared for the Project. It includes the provision that all spills over 20 litres, or any spill of Environmentally Hazardous Substances that has entered the stormwater system, a water- body or has contacted unsealed ground, shall be reported immediately to the AC 24 Hour Pollution Hotline (09-377-3107).
6.3
DISCHARGE MONITORING
Within 30 days of the installation of the water treatment system, and prior to operation, a discharge monitoring programme, to assess the ongoing adequacy of all management practices, shall be developed and submitted to AC (Team Leader Central Monitoring) for certification. The type and design of the water treatment system has yet to be confirmed. Once confirmed the Discharge Monitoring Programme will be developed. The programme will be developed to comply with the requirements of resource consent conditions 101 -104. The monitoring programme will be set out in Section 3.5 of the CTMP (Appendix D of the Project ESCP).
7 SITE INSPECTION AND AUDIT 7.1
INSPECTION PROGRAMME
The purpose of the ITA related site inspections is to ensure the integrity of activities on site and to ensure that those activities do not result in the off-site discharge of contaminants that might have adverse effects on the receiving environment. The general type and frequency of inspection is provided in Section 5.2 of the Project CEMP. An example weekly inspection check list is provided in Appendix B:
7.2
AUDITING
External environmental audits will be carried out on the Project on at least an annual basis by Connectus Parent Company Staff. The purpose of carrying out an environmental audit is to have the implementation of and compliance with environmental management procedures and control measures checked independently. This can then be reported accordingly to enable any discrepancies to be identified and actioned. The environmental audit will include the requirements of this ITA EMP and further detail is provided in Section 5.3 of the Project CEMP.
8 TRAINING Staff and visitors will require induction training to increase awareness of the environmental risks associated with the activities on site and to ensure that the appropriate control measures are properly implemented. CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
Training related to ITA activities will include the following: •
Identification of key environmental risks and consequences
•
Identification of ITA “at risk” activities and control measures
•
Roles and responsibilities
•
Identification and familiarity with relevant procedures and JSEA’s & CEP’s
•
Site housekeeping
•
EHS management
•
Waste management
•
Spill management and emergency response
•
Site Inspections
•
Incident reporting
The HSNO Act 1996 requires that certain hazardous substances are under the control of an Approved Handler. Any staff required to handle such substances will be required to hold or obtain an Approved Handler Certificate.
9 DOCUMENT REVIEW This ITA EMP will be reviewed at least annually throughout the course of the Project or as a result of any material changes associated with a new or changed activity, equipment or location of activities. The review process is detailed in Section 5.7 of the Project CEMP and will consider the environmental controls and procedures to make sure they are still applicable to the activities being carried out. Any change to the ITA EMP will be submitted to AC for certification and no activity reliant upon a change to the ITA EMP can be undertaken until the change has been certified. The reasons for making any changes to the ITA EMP will be documented and a copy of the original ITA EMP document and subsequent versions will be kept for the project records.
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
APPENDIX A: CONSTRUCTION SUPPORT AREA PHOTOS
CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
APPENDIX B: WEEKLY INSPECTION CHECKLIST
CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
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CON# 025-Y012-2719
WEEKLY ENVIRONMENTAL AND SUSTAINABILITY INSPECTION Project:
CITY RAIL LINK – CONTRACT 2
Project No.: Date of Inspection:
Inspection by: Package:
2719
SP1
/
SP2
Area Identification/Zone/Chainage/ Entire Site:
ITEM
COMPLIES (Y,N,N/A)
COMMENTS
ENVIRONMENT AIR QUALITY Has the daily Dust Monitoring Form been completed? Are the dust monitors operating normally? Has the Odour Monitoring Form been completed? FLORA AND FAUNA Are Tree Protection Zones (TPZ) in place around all significant trees? Are vehicles, plant or materials within exclusion zones? Have all environmentally significant areas been marked and protected on site? EROSION AND SEDIMENT CONTROLS Are all erosion and sediment controls adequately installed and maintained? Any additional measures required? Are catchpits clear, sediment removal required? Are stormwater drains adequately protected? Any maintenance of controls needed? Is the highway clean? Any sediment or mud from the work site getting onto the highway? CONTAMINATED LAND Are contaminated land soils being managed appropriately in accordance with management plans? Any dust or water runoff from the work area or stockpiles? Any contaminated water to remove from excavations? Are stockpiled contaminated soils sealed and bunded? Any odour issues? WATER Is water used efficiently to avoid wasting water? Are there water leaks or a hose that has been left running? Are there appropriate dewatering controls in place? Is water use metered and recorded?
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CON# 025-Y012-2719
WEEKLY ENVIRONMENTAL AND SUSTAINABILITY INSPECTION ITEM
COMPLIES (Y,N,N/A)
COMMENTS
Does the discharged water comply with sediment and pH limits? Is dirty/contaminated water from the work site controlled and treated before discharge? Permits to pump being used? Any sewer works giving rise to adverse odours? Main water treatment plant for earthworks in operation? NOISE AND VIBRATION Have noise and vibration exceedances been reported this week? Any noise or vibration complaints this week? Are noise mitigation measures required / in place? Are vibration mitigation measures required / in place? Is any additional noise or vibration monitoring required this week e.g. night works? CHEMICALS AND HAZARDOUS MATERIALS Are spill kits available, fully stocked and adequate for type of hazard? (Fuel, Oil, Chemicals and volume) Are hazardous substances stored in a suitable container? Is fuel storage and refuelling undertaken in suitable areas? Are storage containers and tanks labelled and fittings in good condition? WASTE Have separate compost, recycling and landfill bins been used to minimise waste? Are recycling skip bins free of food waste materials? Are waste bins adequate in size and number? Are any bins overflowing? Any litter, housekeeping or vermin issues on site? ENVIRONMENTAL HAZARDS IDENTIFIED Record environmental hazards on spreadsheet SOCIAL / COMMUNITY Is pedestrian access being maintained to properties and business? Is diversion signage for pedestrians appropriate? Have complaints been received and addressed? Has signage for businesses been maintained and is it still relevant to current work-fronts? Is public safety maintained (e.g. no trip hazards, lighting at night, exclusion from work site controlled)
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CON# 025-Y012-2719
WEEKLY ENVIRONMENTAL AND SUSTAINABILITY INSPECTION ITEM
COMPLIES (Y,N,N/A)
COMMENTS
Are there any cultural, heritage or archaeology areas on site? Is temporary lighting positioned to minimise light spill on adjacent occupied buildings? ECONOMIC If visibility and / or access to adjacent businesses could be impacted by construction works; has the business been provided with alternative signage, access or advertising? Can delivery and collection vehicles access businesses whilst our works continue?
NEW ACTION ITEMS (Note action items not closed out during inspection are to be transferred to the Environmental Hazard Tracking Register)
Person Responsible
Description or Required Action
Agreed Closure Date
Y/N
Closed out Date
SUSTAINABILITY INITIATIVES
Reviewed by Environmental and Sustainability Manager Name:
Signed:
Date:
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INDUSTRIAL AND TRADE ACTIVITIES ENVIRONMENTAL MANAGEMENT PLAN Doc No: 025-Y018-2719 REVISION: 05 DATE: 21-August-2017
APPENDIX C: RECORD OF CLG COMMENTS CLG COMMENTS No comments were received from the Community Liaison Group regarding Industrial Trade and Activity Environmental Management Plan.
CONNECTUS PROJECT NO. 2719 CITY RAIL LINK LIMITED
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