SGM081577 Environmental Audit Report Audit Areas 1B1C Gen … · ENVIRONMENTAL AUDIT REPORT AUDIT...

INFORMATION REGARDING ENVIRONMENTAL AUDIT REPORTS August 2007

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FURTHER INFORMATION For more information on Victoria’s environmental audit system, visit EPA’s website or contact EPA’s Environmental Audit Unit.

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mailto:[email protected]?subject=Electronic Audit Report Enquiry - PDF Info Sheet

ICD PROPERTY

ENVIRONMENTAL AUDIT REPORT

AUDIT AREAS 1B & 1CGEN FYANSFORD DEVELOPMENT

50 HYLAND STREET, FYANSFORD, VICTORIA

CARMS No: 64284‐1

11 February 2015SGM081577 RP02 (Rev 0)

JBS&G

ENVIRONMENT PROTECTION ACT 1970

STATEMENT OF ENVIRONMENTAL AUDIT

I, Andrew Paul Nunn of JBS&G Australia Pty Ltd, 38 Dequetteville Terrace, Kent Town, Adelaide,

South Australia, a person appointed by the Environment Protection Authority (‘the Authority’)

under the Environment Protection Act 1970 (‘the Act’) as an environmental Auditor for the

purposes of the Act, having

1. been requested by Mr Glen Dyke of Sinclair Brook Pty Ltd to issue a certificate of environmental audit in relation to the site known as Audit Area 1B and 1C of the Gen Fyansford Development located at 50 Hyland Street, Fyansford, Victoria for the land identified as Portion of Parcel 21 on Plan of Subdivision TP568016C, Volume 2181 Folio 086; Portion of Parcel 22 on Plan of Subdivision TP523140E, Volume 2242 Folio 269; and Portion of Parcel 23 on Plan of Subdivision TP569395K, Volume 2276 Folio 055 ('the site') owned/occupied by ICD Property,

2. had regard to, amongst other things,

i. guidelines issued by the Authority for the purposes of Part IXD of the Act,

ii. the beneficial uses that may be made of the site, and

iii. relevant State environment protection policies / industrial waste management policies, namely: State Environment Protection Policy (Prevention and Management of Contamination of Land) 2002, State Environment Protection Policy (Groundwaters of Victoria) 1997, State Environment Protection Policy (Waters of Victoria) 2003, Environment Protection (Industrial Waste Resource) Regulations 2009, Industrial Waste Management Policy (Waste Acid Sulphate Soils) 1999, State Environment Protection Policy (Air Quality Management) 2001 and State Environment Protection Policy (Ambient Air Quality) 1999.

in making a total assessment of the nature and extent of any harm or detriment caused to, or the risk of any possible harm or detriment which may be caused to, any beneficial use made of the site by any industrial processes or activity, waste or substance (including any chemical substance), and

3. completed an environmental audit report in accordance with section 53X of the Act, a copy of which has been sent to the Authority and the relevant planning and responsible authority.

HEREBY STATE that I am of the opinion that:

The site is suitable for the beneficial uses associated with Sensitive use (other), Sensitive use (High

density), Recreation / Open space use, Commercial and Industrial subject to the following

conditions attached thereto:

Condition 1: Groundwater at the site is polluted by off‐site sources and must not be extracted for

the beneficial uses of: agriculture, parks and gardens, stock watering; primary

contact recreation or industrial water use.

Condition 2: The Construction Environmental Management Plan (CEMP) prepared by ESG

Environmental, Version 3.1 January 2015 must be implemented. (Annexure 2).

©JBS&G Australia Pty Ltd | SGM081577 RP02 Audit Report – Rev 0

ANNEXURE 1

SURVEYED SITE PLAN

..

51 LITTLE FYANS STREET, P.O. BOX 919, GEELONG 3220

S QUENTINT.Surveyors Town Planners Engineers

TELEPHONE (03) 5201 1811 FAX (03) 5229 2909

STAGE 1B BOUNDARY

COORDINATES

GEN FYANSFORD

REVISION vP1

DATE 18/09/14

NO

RT

H

..

51 LITTLE FYANS STREET, P.O. BOX 919, GEELONG 3220

S QUENTINT.Surveyors Town Planners Engineers

TELEPHONE (03) 5201 1811 FAX (03) 5229 2909

STAGE 1C BOUNDARY

COORDINATES

GEN FYANSFORD

REVISION vP1

DATE 18/09/14

NO

RT

H


ANNEXURE 2

CONSTRUCTION ENVIRONMENTAL MANAGEMENT PLAN

CONSTRUCTION ENVIRONMENTAL MANAGEMENT PLAN – FYANSFORD DEVELOPMENT

STAGE 1

ICD PROPERTY

Version 3.1

19 JANUARY 2015

ESG Environmental Pty Ltd

ABN: 32 301 935 833

28a Blazey Street, Richmond 3121

Ph: 03 9029 7300

Document Information

Client: ICD Property

Project: Fyansford Development

Project Number: ESG2015-‐003

Report Title: Construction Environmental Management Plan

Date: 19 January 2015

Document Name: ESG2013-‐033 CEMP Fyansford for ICD.

Version ESG2013-‐033 CEMP Fyansford V3.1

Prepared by David Blair, Katia Rinaldi

Reviewed by Mark Easton

Fyansford Development CEMP V3– ICD Property Page i ESG 2013-‐033

Table of Contents

1 INTRODUCTION .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.1 Document Control ............................................................................................... 1 1.2 Responsible parties ............................................................................................. 2 1.3 Site description .................................................................................................... 2 1.4 PURPOSE .............................................................................................................. 3 1.5 OBJECTIVES .......................................................................................................... 3 1.6 CEMP IMPLEMENTATION & USE ......................................................................... 3 1.7 ROLES AND RESPONSIBILITIES ............................................................................. 4 1.7.1 Construction Project Manager ...................................................................... 4

1.8 SITE SPECIFIC TRAINING ...................................................................................... 5 1.8.1 Induction ....................................................................................................... 5 1.8.2 Suitable Construction and Waste Management Training for On-‐Site Contractors ............................................................................................................... 5 1.8.3 First Aid ......................................................................................................... 5

1.9 RELEVANT SITE CONTACT INFORMATION ........................................................... 7 1.10 CEMP SPECIFIC REGULATIONS AND GUIDELINES ................................................ 7

2 SITE CEMP REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 2.1 Introduction ....................................................................................................... 10 2.2 SOIL MANAGEMENT PLAN ................................................................................. 10 2.2.1 Management of Remedial Works ................................................................ 10

2.3 SOIL TRACKING MANAGEMENT ........................................................................ 12 2.3.1 Activity Description: On-‐Site Soil Tracking Management ............................ 12 2.3.2 Activity Description: Off-‐Site Soil Tracking Management ........................... 13

2.4 SOIL HANDLING MANAGEMENT ........................................................................ 15 2.4.1 Activity Description: On-‐Site Soil Handling Management ........................... 15 2.4.2 Activity Description: Off-‐Site Soil Handling Management ........................... 20

2.5 ASBESTOS MANAGEMENT ................................................................................. 21 2.6 TRUCKING MOVEMENT MANAGEMENT ........................................................... 23 2.7 EROSION MANAGEMENT .................................................................................. 24 2.8 WATER CONTAMINATION MANAGEMENT ........................................................ 26 2.9 AIR QUALITY-‐ DUST AND EMISSIONS ................................................................. 28 2.10 NOISE MANAGEMENT ....................................................................................... 29 2.11 VEGETATION MANAGEMENT ............................................................................ 30 2.12 GENERAL WASTE MANAGEMENT ...................................................................... 31 2.13 CHEMICALS AND DANGEROUS GOODS ............................................................. 32 2.14 HEALTH AND SAFETY ......................................................................................... 33 2.15 INCIDENTS AND COMPLAINTS ........................................................................... 34

3 CEMP REVIEW .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36

Fyansford Development CEMP V3– ICD Property Page i ESG 2013-‐033

Appendix A Figures

Figure 1 -‐ ICD Staging Plan Figure 2 -‐ Stage 1 Layout Figure 3 -‐ Concrete Crushing Plan Figure 4 -‐ Proposed River Sample Locations

Appendix B Incident Form Templates Sample Soil Tracking Unexpected Finds Procedure SEMP Incident Reporting Forms Appendix C Section of October 2014 Arborist Report

Appendix D Compliance Monitoring Check List

Fyansford Development CEMP V3.1 – ICD Property Page 1 ESG2013-‐033

1 INTRODUCTION

1.1 Document Control

The previous version of this document was a Site Environmental Management Plan (CEMP). This current document is referred to as a Construction Environmental Management Plan (CEMP) and aims to refine the contents of the original document to those currently underway on the Fyansford development site. Activities taking place on the site over the next six months are related to pre-‐construction and construction activities.

The CEMP is subject to a document control procedure, to ensure that all CEMP holders have only up-‐to-‐date document versions.

The initial version of the document is designated as Version 0. As the CEMP is updated or supplemented, replacement and new pages will be designated Version 1, 2, 3, etc. Old pages must be removed and stored. Minor updates will be designated as x.1, x.2 etc. Whole number revisions will be designated to major updates.

A record of the up-‐to-‐date version of the document must be maintained using the format below. The Construction Project Manager or its representative, is responsible for ensuring that the CEMP is kept up-‐to-‐date and must sign the record to confirm that replacement and new pages have been incorporated into the CEMP.

Pages Version Date of Issue

Issued By Issued To

All 0 1 October

2010 Environmental Strategies (ES)

Moltoni Corporation

All 1 4 March 2014

ES

ICD Property

St Quentins

SinclairBrook

Those related to stormwater, noise, air and concrete crushing activities: 1, 2, 3, 5, 7, 9, 14, 15, 22, 23, 24, 25, 26,

27, 28, 31 and 32. Figures 1 – 3.

2 25 July 2014

ES

ICD Property

St Quentins

SinclairBrook

Page 5 2.1 25 July 2014

ES

ICD Property

St Quentins

SinclairBrook

Page 5, 11, 13,15, 16,21,25 and those where roles and

responsibi l i t ies are

2.2 27

November 2014

ESG Environmental

(ESG)

ICD Property

St Quentins

SinclairBrook


clarif ied

Removal of completed/irrelevant

act iv it ies

Reformat

Rework of management measures

Reporting requirements

Inclusion of comments from

auditor

Compliance checkl ist

3 10

December 2014

ESG

ICD Property

St Quentins

SinclairBrook

Drapers

Inclusion of f inal levels as per earthworks

specif icat ions

3.1 19 January

2015 ESG

ICD Property

St Quentins

SinclairBrook

Drapers

1.2 Responsible parties

The responsible parties of the implementation and management of the CEMP is ICD Property (ICD), the Construction Contractor appointed by ICD (the Construction Contractor) and any of their subcontractors.

1.3 Site description

ICD owns the land located at 50 Hyland St, Fyansford VIC 3221 (hereafter referred to as ‘the Site’), referred to as Stages 1 – 9, as shown in Figure 1, Appendix A . The development s approximately 100 hectares in size.

Stage 1 and 2 of the development is shown in Figure 2, Appendix A occupies an area of approximately 23 hectares and is bounded by the Moorabool River to the west, open grassed field to the north, McCurdy Road and Hunt Road to the east and Deviation Road and Hyland Street to the south.

The Site is disused land, following the closure of the cement-‐manufacturing factory in 2001. North of Hyland Street, the Site boundary is situated approximately 500 metres from the nearest residential areas located between Hunt Road and McCurdy Road.

To the south of Hyland Street, towards McCurdy Road, the Site boundary is situated within 50m of residential areas.

From a human receptor perspective, the most sensitive existing surrounding land use is the residential housing to the east of the Site. The Moorabool River to the west of Stage 1 and 2 is likely to be the most sensitive ecological feature adjacent to the site.


1.4 PURPOSE

The purpose of this CEMP is to identify potential environmental issues and mitigation measures together with corrective actions if an undesirable impact or unforeseen level of impact occurs during the pre-‐construction and construction phases of the Site.

1.5 OBJECTIVES

The objectives of the CEMP are to:

! Provide evidence of practical and achievable plans for the management of the Site to ensure that environmental requirements are complied with;

! Set out control measures and contingency arrangements required to minimise adverse environmental and human health effects, both on and off the Site, from the Site remediation and construction operation;

! Outline the responsibilities of all stakeholders and the procedures to be followed in preparing the Site for future use;

! Provide ICD and its contractors with a framework to confirm compliance with relevant environmental policies and requirements; and

! Provide the community with evidence of the management of the project in an environmentally acceptable manner.

The CEMP will be reviewed and periodically updated, if necessary, to reflect knowledge gained during the course of operations. Changes to the CEMP will be implemented in consultation with the relevant authorities and stakeholders where necessary.

1.6 CEMP IMPLEMENTATION & USE

This CEMP has been prepared to control and manage environmental issues at the Site during the pre-‐construction and and civil construction works. Site development will follow a staged development layout identified by ICD. A copy of the current layout for Stage 1, as of July 2014, is provided in Figure 2, Appendix A.

Concrete crushing activities are shown in Figure 3, Appendix A.

ICD, or a representative of ICD, will manage the redevelopment of the Site. Contractors engaged in construction activities on the Site must implement the requirements of this CEMP. The Construction Contractor may refine this CEMP with site-‐specific or specific task and activity information, but its overall concept and minimum level of environmental protection must remain the same.

The Construction Contractor may use their own Environmental Management Plan, only if their management plan:

! Complies with this CEMP as a minimum and manages the same environmental issues; and

! Is approved by ICD prior to commencement of construction activities at the Site.

This CEMP presents the management and waste minimisation measures associated with redevelopment of the Site, as they relate to land contamination matters, which includes


potentially impacted soil. The measures addressed are based on general requirements for other similar projects and from ESG’s experience on similar projects within Victoria.

The environmental protection procedures required for construction activities are provided in Environment Protection Authority (EPA) Publication 480, Environmental Guidelines for Major Construction Sites, dated February 1996 and Publication 275, Construction Techniques for Sediment Pollution Control, dated May 1991. It should be noted that, while this CEMP is designed to facilitate compliance with these publications, compliance with this CEMP in no way negates the contractor’s obligations to comply with the requirements contained in these publications themselves or any statutory requirements.

This document provides a clear demonstration of how certain environmental management/control measures associated with construction tasks will be implemented and managed.

This CEMP will cover the following stages of the project:

! Stage 1 (Sub Stages 1A to 1H)

! LSIO and Reserve Area (Stage 1)

! Stage 2

! Stage 3

! Stage 4

! Stage 5

Due to the extent and maturity of development planning, this version (Version 3) of the CEMP will focus on Stage 1 and Stage 2.

1.7 ROLES AND RESPONSIBILITIES

1.7.1 Construction Project Manager

The Construction Project Manager has overall responsibility for the management of environmental issues at the Site, ensuring the CEMP is implemented and maintained, as well as conducting periodic reviews of Site contractors.

The Construction Project Manager is responsible for the main construction activities at the Site, and will be responsible for the implementation of the CEMP for all aspects of this work. This role may be delegated to other company employees as long as the employee delegated has an understanding of the potential environmental impacts associated with the construction activities and a sufficient level of authority to order changes to work practices and stop work if considered necessary.

The Construction Project Manager/foreman (or the designated representative) is responsible for:

! Complying with the CEMP within the framework of the document control procedure;

! Ensuring that the CEMP is current and accurate, by conducting risk assessments for new environmental hazards with the development of appropriate environmental actions when new issues arise;

! Ensuring that the management measures identified in the CEMP are carried out;


! Implementing the inspection and monitoring requirements as well as the environmental incident and complaints handling procedures;

! Ensuring all construction site workers and external contractors are aware of the CEMP and adhere to its requirements;

! Carrying out periodic audits to ensure that the CEMP is being implemented at the Site;

! Periodically reviewing and updating the CEMP to reflect changes in operations at the Site; and

! Ensuring all documentation associated with the CEMP is maintained and all inspection and monitoring records are available to ICD, or designated representative, for review as and when required.

1.8 SITE SPECIFIC TRAINING

1.8.1 Induction

The contents of this CEMP are to be addressed as part of a Site induction so that Site construction employees are aware and informed of the Site issues and the management procedures associated with them.

1.8.2 Suitable Construction and Waste Management Training for On-‐Site Contractors

It will be the responsibility of the Construction Project Manager to ensure that all Site workers and external contractors are aware of the CEMP, its contents and impact on their work methods, before work is commenced.

The most appropriate method of achieving this will depend on the Site activities and staff structure. Induction training prior to commencement of Site works will ensure that the requirements specified in the CEMP are known and further training sessions when changes have been made will be useful in ensuring that procedure updates are known and implemented into site management plans.

The exact training content and schedule will be developed upon award of contracts for construction. The training will, however, include the following as a minimum:

! The role of the CEMP in managing environmental impacts;

! Roles and responsibilities of all site personnel as they relate to the environment;

! Personal responsibilities for environmental management; and

! Emergency procedures, including the use of a chemical spill control/clean-‐up kit (if fuel is kept on-‐Site).

1.8.3 First Aid

The Construction Contractor will provide a comprehensive first aid kit, which will be kept on-‐Site. It is expected that at least one of the construction contractor’s field personnel on Site for the work will be qualified to perform first aid -‐ a minimum of emergency first aid – 1 Day.


The construction contractor is to provide details of first aid personnel and facilities to be present on-‐Site during works.


1.9 RELEVANT SITE CONTACT INFORMATION

Contact Details Contact Number

ICD Development Manager – Alice Smith

ICD Assistant Development Manager – Roscoe Power

0439 348 571

03 9629 3507

Contract superintendent – St Quentins -‐ Geoff Foster

0438 021 677

Construction Contractor Project Manager – St Quentins – Paul Klei jn

0418 535 799

Site Supervisor – St Quentins -‐ Lindsay Hunter 0403 124 022

Concrete Contractor: Regional Recycle – Dick Lewis (Manager)

0418 522 962

Environmental Consultant: ESG Environmental (ESG) Office

-‐ Phil ip Harvey -‐ David Blair -‐ Mark Easton

03 9029 7300

0415 715 515

0427 754 930

0417 707 039

Emergency Services 000 (112 from

mobile)

Geelong Police Station – 110 Mercer Street, Geelong 5225 3100

Geelong Hospital, Bellerine Street, Geelong 5226 7564

WorkSafe Victoria (Emergency number) 132 360

City of Greater Geelong 03 5272 5272

Environment Protection Authority (Pollution Watch Line)

9695 2777

Environment Protection Authority ( Information Centre)

9695 2722

Barwon Water 1300 656 007

Corangamite Catchment Management Authority 03 5232 9100

1.10 CEMP SPECIFIC REGULATIONS AND GUIDELINES

The following table provides a summary the standards and guidelines that have been utilised for this CEMP.


Issues Regulation/Guideline

General Environmental Guidelines for Major Construction Sites February 1996. EPA Publication 480.

Environment Protection Act (Vic) 1970. National Standard for Construction Work [NOHSC:1016(2005)].

National Code of Practice for Induction for Construction Work (May 2007).

Air Quality National Environment Protection (Ambient Air Quality) Measure (as amended, 2003) for ambient air quality.

State Environment Protection Policy (Air Quality Management) State Environment Protection Policy (Ambient Air Quality) Environment Protection (Vehicle Emissions) Regulations 2003

Adopted National Exposure Standards For Atmospheric Contaminants In The Occupational Environment [NOHSC:1003(1995)]

Guidance Note on the Interpretation of Exposure Standards for Atmospheric Contaminants in the Occupational Environment 3rd Edition [NOHSC:3008(1995)] (HTML)

Dangerous Goods

WorkSafe Victoria Safe Handling of Industrial Waste, dated 2003 (as amended)

Hazardous Substances (Code of Practice No. 24, 2000)

Dangerous Goods Storage and Handling (Code of Practice No.27, 2000)

WorkSafe, Chemicals Management in the Workplace, A Step by Step Guide for (2002)

National Standard for the Storage and Handling of Workplace Dangerous Goods [NOHSC:1015(2001)]

National Code of Practice for the Storage and Handing of Dangerous Goods [NOHSC:2017(2001)]

AS 2931: 1999 Selection and Use of Emergency Procedure Guides for Transport of Dangerous Goods.

Noise & Vibration

Road Management Act 2004, Code of Practice for Worksite Safety -‐ Traffic Management

VIC EPA State Environment Protection Policy (Control of Noise from Commerce, Industry and Trade)

VIC EPA Environment Protection (Vehicle Emissions) Regulations 2003

EPA Publication TG302/92 – Noise Control Guidelines, 2008 National Standard for Occupational Noise [NOHSC:1007(2000)]

Vic EPA Publication 1264 – Noise from Large Residential Subdivision or Urban Development Sites, November 2008

National Code of Practice for Noise Management and Protection of Hearing at Work -‐ 3rd Edition [NOHSC:2009(2004)]

AS 1055.1 : 1997 Acoustics – Description and Management of


Issues Regulation/Guideline

Environmental Noise : General procedures

AS 1055.2 : 1997 Acoustics – Description and Management of Environmental Noise : application of specific situations.

WorkSafe Occupational Health & Safety (Noise) Regulations 2004 Construction Noise Control Self Assessment Checklist, 2006 Soils & Erosion Management

National Environment Protection Council (NEPC) National Environment Protection (Assessment of Site Contamination) Measure 1999, as amended 2013

WorkSafe Victoria Recycling Construction and Demolition Material, 2007

WorkSafe Victoria Industry Standard -‐ Contaminated Construction Sites, 2005

Environment Protection Authority (Victoria). Information Bulletin 275, Construction Techniques for Sediment Pollution Control. May 1991.

Soil Hazard categorization and Management -‐ Industrial Waste Resource Guidelines (IWRG) June 2009, including IWRG 621 Soil Hazard Categorisation and Management IWRG 702 Soil Sampling

Victorian Government Gazette. State Environmental Protection Policy (Prevention and Management of Contaminated Land). June 2002.

Urban Stormwater – Best Practice Environmental Management Guidelines. CSIRO. 1999.

OH&S Occupational Health and Safety Act 2004 Occupational Health and Safety Regulations 2007 Dangerous Goods Act 1985

Road Transport Reform (Dangerous Goods) Act 1995 (Commonwealth)

Road Transport (Dangerous Goods) Act 1995 Dangerous Goods (Storage and Handling) Regulations 2000

National Code of Practice for the Prevention of Falls in General Construction (2008)

Workplace Injury and Disease Recording Standard in the Workplace

National Occupational Health and Safety Certification Standard for Users and Operators of Industrial Equipment -‐ 3rd Edition [NOHSC:1006(2001)]


2 SITE CEMP REQUIREMENTS

2.1 Introduction

Each of the key matters identified by ESG have been addressed in the following sections of this CEMP.

2.1 SOIL MANAGEMENT PLAN 2.2 MANAGEMENT OF REMEDIAL WORKS 2.3 SOIL TRACKING MANAGEMENT 2.3.1 On-‐Site Soil Tracking Management 2.3.2 Off-‐Site Soil Tracking Management

2.4 SOIL HANDLING MANAGEMENT 2.4.1 On-‐Site Soil Handling Management 2.4.2 Off-‐Site Soil Handling Management

2.5 ASBESTOS MANAGEMENT 2.6 TRUCKING MOVEMENT MANAGEMENT 2.7 EROSION MANAGEMENT 2.8 WATER CONTAMINATION MANAGEMENT 2.9 AIR QUALITY-‐ DUST AND EMISSIONS 2.10 NOISE MANAGEMENT 2.11 VEGETATION MANAGEMENT 2.12 GENERAL WASTE MANAGEMENT 2.13 CHEMICALS AND DANGEROUS GOODS 2.14 HEALTH AND SAFETY 2.15 INCIDENTS AND COMPLAINTS

Each of the above sections deals with the following issues in relation to the respective matter:

! Environmental objectives;

! Management measures

! Monitoring and reporting;

The relevant incident response forms are located within Appendix B .

2.2 SOIL MANAGEMENT PLAN

In order to manage the environmental and social issues specifically applicable to the relocation of contaminated and non-‐contaminated material across the Site, a soil management plan (SMP) has been prepared and is outlined in Section 2.3 to 2.5. The purpose of this SMP is to describe how imported, excavated clean and excavated contaminated soil will be relocated and managed across the Site, and the environmental protocols for managing temporary stockpiles of such materials before they are relocated.

2.2.1 Management of Remedial Works


Specific procedures have been prepared which will be followed by the Construction Project Manager to ensure all Site works are undertaken in a safe and effective manner and in accordance with environmental approvals. These are outlined below.

! Soil tracking form (STF) to ensue all the imported and excavated material is accounted for and relocated to an appropriate location as well as tracking the sampling program employed for each type of material and the allocated material ID;

! Internal waste handling procedures for management of excavations, stockpiling, spreading, sampling and covering of the imported and excavated materials;

! Off-‐site waste disposal procedures for the transportation and disposal of waste material off-‐Site to designated disposal facilities;

! Importation of clean fill where required due to a shortage of clean fill materials on-‐Site to ensure only acceptable fill is used as cover of the contaminated material; and

! Environmental incident report forms to keep records of environmental incidents and resulting remediation plans prepared by the Construction Project Manager after such an event occurs.

! Each procedure will address the objectives and provide actions to achieve the objectives, targets, monitoring programs and potential corrective actions to remediate the issue specified, should a problem arise.

Specific management of visible asbestos containing material (ACM) is described separately in the asbestos waste management section of the CEMP.


2.3 SOIL TRACKING MANAGEMENT

2.3.1 Activity Description: On-‐Site Soil Tracking Management

Objective:

! To monitor and record all material brought onto or relocated within the Site boundaries to ensure clean and contaminated fill is appropriately contained, treated and re-‐used.

Management Measures:

! To facilitate the development of the Site, all material being brought into or being relocated within the boundaries of the Site will be monitored. Any excavated, potentially contaminated soil will be relocated to a stockpile area designated by the Environmental Consultant (ESG) and the Geotechnical Consultant unless the material has previously been validated whereby it will be relocated to a designated deposition area and depth, as determined by the Site Classification Plan. The Site Classification Plan will be designated by the Construction Project Manager in consultation with the Environmental Consultant prior to commencement of Site works and will be monitored by the Environmental Consultant and reported to the Environmental Auditor.

! Clean ground must not inadvertently be covered by impacted material as part of the relocation exercises and thereby such areas (clean and contaminated) will be designated within the Site Classification Plan prior to commencement of Site works to prevent this from occurring.

! Where unexpected contamination is encountered (visual or olfactory) observations or suspected asbestos, the unexpected finds procedure in Appendix B will be used to record the material and actions taken.

! The STF (soil tracking form) will be used to manage and monitor the movement and placement of all material being brought into or moved on-‐Site. The STF will:

– Record and document the internal transfer of each soil load and monitor movement of materials brought onto site, denoting approximate volumes being moved and notations of the origin and destination.

– Materials brought onto site will be placed in a holding area if validation sampling is needed before movement, or will be relocated to the appropriate area as designated by the Site plan if validated as clean by visual /photographic log. If double handling is required both the initial and final locations will be noted by way of recorded GPS co-‐ordinates.

– Provide record of accidental placement of waste material on natural ground. This includes soil movement as well as chemical or waste spills on site. The corrective action for when material has been accidentally placed on natural ground or ground that has previously been validated as not requiring further remediation, the Construction Project Manager will be required to remove the waste as described in Section 2.4.1. Any subsequent movement of the soil should be noted on the STF as well as the Environmental Incident Report form to ensure location of the contaminated soil is known and remediation can be completed.


! The following actions are to be used to effectively manage the movement of material across and into the Site:

– The Site will be classified using a grid format system. The grids will be given relative numbers with the numbers relating to origin and destination of the material being stated on the STF when soil is excavated, moved or brought onto Site.

– An initial site induction for all personnel involved with the movement and relocation of the waste. They will be informed of the site/location of waste and transport routes to be used, as well as the grid system and how this applies to different types of material.

! Each truck is to be checked by the inspector prior to entering Site to verify the material being imported. Specific unloading instructions are described below:

– Only material pre-‐classified as Fill Material under the Victorian EPA’s Industrial Waste Resource Guidelines and approved by ICD’s Environmental Consultant may be imported to the Site.

– Once the material has been verified as clean fill import material it will be moved to the appropriate area as designated by the Construction Project Manager. Destination, classification and amount of material being imported should be noted on the STF.

– Material to be imported to the Site will be visually checked by the Contractors spotter prior to, and during, unloading. Should fill be observed to contain inert wastes or other unsuitable material, unloading and importation into the Site will cease until the source of the material can be verified.

– Trucks are to use an internal track which is to be wide enough to allow the safe passing of vehicles, the track is to be clearly defined with signage where required and kept damp to prevent nuisance dust.

– A speed limit of 30 km/h will apply to all traffic on tracks.

Monitoring and Reporting:

! STFs are to be kept up to date and submitted monthly and as requested by either the Contract Superintendent or Environmental or Geotechnical Consultant. All STF’s are to be summarised at the completion of the remediation phase for inclusion into the Remediation and Validation Report.

! Routine random checks of the STF’s will be undertaken by the Construction Project Manager to ensure all details are being completed and that material is being relocated to the appropriate areas as stated on the STF.

2.3.2 Activity Description: Off-‐Site Soil Tracking Management

Objective:

! To facilitate the development of the Site, all material being moved off-‐Site will be monitored. The excavated contaminated soil and aesthetically unacceptable material that cannot be reused on-‐Site will require to be classified under the EPA Industrial


Waste Resource Guidelines and scheduled for disposal. The disposal location will be designated by the Construction Project Manager and waste soils will be required to be disposed of at appropriate EPA licensed facilities. All soils being moved off-‐Site are required to be accompanied with an assessment and classification under the EPA Industrial Waste Resource Guidelines.

! Clean ground must not inadvertently be covered by impacted material as part of the relocation exercises.


! The STF (Soil Tracking Form) will be used to manage and monitor the movement and placement of all material being moved from Site. The STF will:

– Record and document the external transfer of each soil load using a logging sheet denoting estimated volumes leaving the Site and the intended destination.

– Soil to be transferred off site will be placed in a stockpiling area. If validation sampling is needed before movement and transportation for disposal it will be arranged once the laboratory results and classification of material, in the form of a waste classification letter to be submitted with the material to the landfill, have been completed.

– Record and document the location of material that is odorous or aesthetically unacceptable. Such material will be stockpiled in designated areas so that classification can be performed and remediation or disposal plan determined. If classified as needing disposal transportation will be arranged.

– Provide record of accidental placement of waste material on natural ground. This includes soil movement as well as chemical or waste spills on site. The corrective action for when material has been accidentally placed on natural ground or ground that has previously been validated as not requiring further remediation, the Construction Project Manager will be required to remove the waste as described in Section 2.4.1. Any subsequent movement of the soil should be noted on the STF as well as the Environmental Incident Report form to ensure location of the contaminated soil is known and remediation can be completed.

! The following actions are to be used to effectively manage the movement of material across and out of the Site:

– Site locations will be classified using a grid format system. The grids will be given relative numbers with the numbers relating to origin and destination of the material being stated on the STF when soil is excavated or moved. The landfill where the material is being taken for disposal should also be noted on the STF.

– An initial Site induction for all personnel involved with the movement and relocation of the waste. They will be informed of the site/location of waste and transport routes to be used, as well as the grid system and how this applies to different types of material.

! Each truck is to be checked by the Site Supervisor prior to leaving the Site to ensure that the material is specified on EPA waste transport certificates (WTCs) and that the loads are covered. Specific loading instructions are described below:


– Material that is to be transported off-‐Site is to be accompanied by an EPA WTCs that details the source, vehicle registration, time, check of load, landfill destination, volume of waste and contaminant codes. The certificates will be in duplicate. Once signed as received by the landfill operator the original will be retained by the landfill operator and the duplicate retained by Construction Project Manager.

– Each WTC is to be signed by Construction Project Manager’s representative at the last shift of each working day. All off-‐site WTCs are to be compiled in a summary sheet once the original copy has been received back from the landfill operator.

– Construction Project Manager will inspect and classify the entire Site (to be depicted in the Site Classification Plan) prior to commencement of Site works. Random audits will be undertaken of the administration of the STF.


! STFs are to be kept up to date and submitted monthly and as requested by either the Contract Superintendent or Environmental or Geotechnical Consultant. All STF’s and landfill WTCs are to be summarised at the completion of the remediation phase for inclusion into the Remediation and Validation Report.

! Routine random checks of the STF will be undertaken by Construction Project Manager to ensure all details are being completed and that material is being relocated as stated on the STF.

2.4 SOIL HANDLING MANAGEMENT

2.4.1 Activity Description: On-‐Site Soil Handling Management

Objective:

! To ensure that the handling of all soil and concrete materials on-‐Site is undertaken in a safe and environmentally responsible manner;

! To ensure that final material levels, quantities and quality are acceptable.


! The following actions are to be used to ensure that all soil and concrete materials are being handled in a safe and environmentally responsible manner:

– Training of relevant personnel and implementation of safe work practices for minimising the risk of spillage and cross-‐contamination when soil is being moved around the Site.

– Site induction of all employees, suppliers and contractors in their environmental protection responsibilities.

– Site induction informs of the dangers of asbestos containing materials, how to recognise asbestos products and the procedures to follow should asbestos be uncovered.

– Material suspected of being contaminated with asbestos should be handled according to the asbestos management procedure.


– Remediation of newly or previously contaminated land will be undertaken using the most appropriate method available as designated by Construction Project Manager, to achieve required guideline validation results.

! The following actions are to be used for managing the excavation, transfer onto and around Site, stockpiling and sampling of excavated material, concrete and/or new material being brought into the Site:

– Excavations:

– All material being excavated will be assessed for visual and olfactory contamination. The material will be relocated to areas as specified on the Site classification map based on this initial assessment. The excavation walls and base are to be sampled for validation purposes and remain open with appropriate fencing where required until Construction Project Manager provides waste classification information based on receipt of the laboratory results or the area has been validated by visual/photographic log. Each excavation, and resulting stockpiled material, should be given a specific label as well as the grid notation and noted on the STF to further facilitate the soil tracking process.

– Once the excavation area has been validated it will be backfilled with clean fill imported to the Site or Site soil previously assessed and deemed suitable for re-‐use as fill within that location of the Site by the Environmental Consultant and Geotechnical Engineer. The STF will be used to monitor relocation of such materials.

– Information related to sampling of the excavation areas, excavated materials and clean fill materials imported to the Site should be noted on the STF. Construction Project Manager representative will conduct the sampling of such materials.

– Excavated contaminated material is to be placed directly into trucks for immediate transfer to a temporary stockpile area as designated by the Site Classification Plan, or to the designated landfill. While minimal transfer frequency of removed soil is preferred, if no truck is available at the time of excavation the material can be stockpiled next to the excavation until relocation is possible.

– Stockpiles:

– The Construction Project Manager will identify stockpile locations for imported clean fill material prior to commencement of works on the Site. Stockpile locations will be identified by signage as to the status (type of fill) so that relocation to appropriate positions as specified in the Site Classification Plan is efficient to implement.

– The Construction Project Manager will identify stockpile locations for suspected contaminated material prior to commencement of works. Stockpile locations will be identified by signage as to the status (i.e. for on-‐site or off-‐site disposal) as well as the grid ID associated with the origin of the material.

– Material that is odorous or aesthetically unacceptable will be stockpiled in designated areas so that classification can be performed. The material will subsequently be remediated or disposed of off-‐Site as assessed by the Construction Project Manager. Remediation of such material on-‐Site will be


decided by the Construction Project Manager and Environmental Consultant, and will be reported to the Environmental Auditor.

– All temporary stockpile locations are to be inspected daily by the Construction Project Manager’s representative and managed appropriately.

– Runoff from the stockpiled material is to be managed in accordance with the Water Contamination Management Plan described below.

– Dust suppression techniques are to be used on the temporary and long-‐term stockpiles in accordance with the requirements of this section.

– Concrete Crushing:

– Concrete crushing activities will be undertaken as detailed in Figure 3, Appendix A. Management of concrete is to be undertaken in accordance with soil management requirements above.

– Placement of soils:

– All material classified as suitable to use as deep fill material on-‐Site or being remediated in a designated area is to be spread in a damp condition to reduce the potential for dust generation as per the requirements of this section.

– Clean fill material that is being used to cap deep fill material must be spread evenly over the deeper material, covering it completely and extending 3m above the deep fill material surface.

– Sampling:

– All excavated or imported material that is being moved around the Site is required to be sampled for classification purposes. All excavations are required to be validated by sampling and visual inspection of the walls and base before they can be backfilled.

– The STF will record the information related to sampling of the excavated materials and clean fill materials brought onto Site, conducted by the Construction Project Manager’s representative, including laboratory analysis suite, date, time, sample ID and requested turn around times for the receipt of results. Sampling frequency will be determined according to the amount of material and required frequency as stated in the EPA IWRG guidelines (EPA IWRG Publication 702).

– All sampling is to be performed by a suitably qualified environmental consulting firm as designated by ICD’s Project Manager. Appropriate sampling procedures will be employed with attention to personal protection from potentially contaminated material.

– Cover:

– If excavated material is particularly odorous it should be stockpiled in designated areas. Following sampling, the material should be covered with black plastic (if safe to do so), or soil, to prevent further exposure to the unknown contaminants until the laboratory results are received. Once the results are received the Construction Project Manager will specify the intended management strategy,


whether the material is re-‐used or remediated on-‐Site or if it requires off-‐Site disposal.

– If awaiting laboratory results for material that is particularly odorous the excavation from whence the material originated must also be sampled and covered in black plastic (if safe to do so), or filled in with soil, to prevent further exposure to the unknown contaminants until validation of the area has been confirmed.

– Contaminated soil placed on validated clean ground:

– Where material has been accidentally placed on natural ground or ground that has been previously validated as not requiring further remediation, Construction Project Manager will be required to remove the waste including the underlying 0.1m of in-‐situ ground beneath the fill. The Construction Project Manager’s and Environmental Consultant’s representatives will visually assess the adequacy of the removal. If the potential for cross contamination is suspected, validation soil samples will be collected from the natural ground beneath the misplaced soil and tested for the contaminants of concern to ensure contaminant levels are below the environmental guidelines.

– Once this material has been excavated it should be transported to its original intended location, with both this intermediate and final locations noted on the STF.

! Final achieved levels and reuse criteria (as per earthworks contractor specifications):

– Filling within the site shall be formed as detailed on the construction drawings and completed in accordance with the Earthworks Clauses of the Technical Specification.

– All filling exceeding 300mm in depth, shall be undertaken to specifications satisfying the requirements of AS 3798 – 1996 “Guidelines on Earthworks for Commercial and Residential Development”.

– All such filling works shall be undertaken with supervision to the standard detailed as “Level 1” in Appendix B of AS 3798 – 1996, such that the Geotechnical Testing Authority will issue a “Level 1 fill report” detailing that the works comply with the specifications and drawings.

– Before any filling is placed the area shall be stripped of all topsoil, soft material and vegetation growth to a firm base approved by the Superintendent.

– Base levels shall be recorded by the Contractor’s surveyor and forwarded to the Superintendent after which approved filling material shall be placed and compacted.

– Apart from the top 0.75m below finished surface level, fill material should be placed in a maximum loose thickness of 300mm. Each layer should be compacted to a minimum Dry Density Ratio (AS 1289 5.4.1) of 95% Standard Compaction using a vibrating pad foot roller for cohesive soil and a vibrating smooth drum roller for cohesionless soil. The top 0.75m should consist of best excavated or


imported material, compacted in layers to a minimum Dry Density Ratio (AS 1289 5.4.1) of 98% Standard Compaction.

– Any material deemed unsatisfactory for filling by either the Superintendent or the Project Environmental Consultant shall be stockpiled on site for treatment and/or removal by ICD as directed by the Superintendent.

– All works associated with filling including compaction testing shall be included in the tendered rates.

– Acceptable Materials

– Material to be used for fill construction shall satisfy the requirements of AS 3798 – 1996 “Guidelines on Earthworks for Commercial and Residential Developments”.

– Any fill materials brought onto the site will require to be compliant and have sufficient supporting information to prove compliance to the satisfaction of the ICD nominated Environmental Consultant, with the EPA Victoria Industrial Waste Resource Guidelines (IWRG), or its amendments.

! Site Specific Soil Reuse Criteria

– Based on discussions with the EPA approved Environmental Auditor for the site, the agreed site specific soil reuse criteria adopted for the site will be based on depth below final finish level.

–

– Depth Below Final Finish Level (m)

–

– Adopted Criteria

–

– 0 to 1.0

– Soils with contaminant concentrations not exceeding NEPM 1999 (as amended 2013) EIL

levels and HIL A /HSL A levels

– No unaesthetically (i.e. offensive to human senses) acceptable materials or particles of

inert waste

–

–

– 1.0 to 3.0

– Soils or engineered fill with contaminant concentrations not exceeding NEPM 1999 (as

amended, 2013) HIL A/HSL A levels

– May be blended materials but must be aesthetically acceptable (i.e. not offensive to

human senses).

–

– >3.0 – Soils or engineered fill with contaminant concentrations not exceeding NEPM 1999 (as

amended, 2013) HIL B/HSL B levels



! Once this material has been excavated it should be transported to its original intended location, with both this intermediate and final locations noted on the STF.

! Accidents involving the spillage of contaminated material from trucks, or the accidental placement of contaminated soil on natural or clean ground, and the corrective action undertaken for each situation is to be reported in an Environmental Incident Report form.

! Earthmoving and traffic accidents are to be reported verbally and in writing directly to the Construction Project Manager immediately following the incident.

! Routine random checks on the waste handling practices will be undertaken by the Construction Project Manager’s representative to ensure implementation and conformance to these procedures is being completed.

2.4.2 Activity Description: Off-‐Site Soil Handling Management

Objective:

! To ensure that the transportation and handling of all soil materials off-‐Site is undertaken in a safe and environmentally responsible manner.


! The following actions are to be used for managing the off-‐Site disposal of any material:

– Record and document the location of material that is odorous or aesthetically unappealing. Such material will be stockpiled in designated areas so that classification can be performed and a remediation or disposal plan determined. If classified as needing disposal, transportation will be arranged.

– Stockpiles of material designated for off-‐Site disposal, as determined by the Construction Project Manager’s representative, will be classified in accordance with the EPA Industrial Waste Resource Guidelines (Publications 621 and 702). The sampling suite for these materials will be determined by the Environmental Consultant.

– Material being loaded into trucks for off-‐Site disposal will require verification and confirmation by the Construction Project Manager’s representative as the material specified on the disposal forms prior to removal off-‐Site.

– All contaminated material is to be removed from Site in a damp condition covered with tarpaulins to reduce the potential for dust generation as per the requirements of the Air Quality Management Plan, and to prevent material from falling out whilst in transit to the disposal destination.

– Materials may require management due to aesthetics such as engineered fill comprising

concrete or limestone.


– Material that has been spilt off-‐Site is to be cordoned off and the relevant authorities notified immediately. A spill response team will be used to recover material as soon as possible.

– All truckloads are to be within legal weight limits when removed from Site. Trucks are to be road worthy and operated in accordance with transport regulations.

– Before the trucks are authorised to leave the Site they will be required to enter either a “wash down” area or rumble strip. This is to ensure that any soil material that is present on the truck body will be removed prior to its leaving the Site, and thereby preventing the tracking of soil material outside the Site, other than the material that has been classified and appropriately contained in the truck.

– The Construction Project Manager will continuously monitor the road condition at the entrance/exit to the work Site and arrange to sweep/wash as deemed necessary.


! STFs are to be kept up to date and submitted monthly and as requested by either the Contract Superintendent or Environmental or Geotechnical Consultant.

! Accidents involving the spillage of material from trucks and the corrective action undertaken is to be reported in an Environmental Incident Report form.

! Traffic accidents are to be reported to the Police as well as verbally and in writing to the superintendent immediately following the accident.

! Routine random checks of truck loading and security of material will be performed by the Construction Project Manager to ensure conformance with procedures designated above. Such events will be noted in the site monitoring log book.

2.5 ASBESTOS MANAGEMENT

Objective:

! To manage materials potentially containing asbestos on and off the Site as well as to prevent any incidents of contact with asbestos contamination during site work activities occurring on-‐Site.


! Strategies for the prevention of asbestos contact and containment of asbestos material will include:

– Identify to the Construction Project Manager areas potentially contaminated with asbestos.

– Daily checking of excavations in potential asbestos areas by the Project Manager to confirm absence of asbestos.

– All workers will undergo a site induction, which informs them of the dangers of asbestos, how to recognise potential asbestos containing products and the procedures to follow should potential asbestos containing materials be uncovered.


– Conduct asbestos fibre monitoring in the vicinity of areas on the Site with a potential for asbestos.

– Prevent dust emissions as per the requirements of the Air Quality Management Plan.

– Where asbestos containing materials are visibly encountered during remedial activities, excavation must cease and the excavation cordoned off to prevent access to impacted soils.

– The asbestos must be removed in accordance with WorkSafe Victoria Managing Asbestos in Workplaces – Compliance Code, 18 September 2008. Minor quantities of non-‐friable asbestos (less than 10 m2 and less than 1 man-‐hour per week to remove) can be removed by a suitably trained person identified by the Construction Project Manager.

– If asbestos removal requires more than one-‐man hour in one week, or exceeds 10m2, then a class-‐A removalist must be engaged to remove the asbestos. A final clearance inspection and issue of a clearance certificate by the Environmental Consultant or other suitably competent person will be required following the removal of the asbestos.

! The following actions are to be undertaken to prevent the release of asbestos fibres and to remove the asbestos:

– Wet material with low-‐pressure water and/or a suitable wetting agent for dust suppression and then cover the exposed asbestos with a suitable cover such as builder’s plastic.

– The contaminated area will be cordoned off and declared as an asbestos exclusion zone. This will be achieved by constructing a physical boundary surrounding the area with star-‐pickets and coloured warning tape outlining the presence of asbestos. This boundary will be at least 10m away from the location of any other active excavations with warning signs placed at the boundary of the exclusion zone.

– Where friable asbestos is encountered (as opposed to non-‐friable asbestos cement products) the Site must be registered with WorkSafe. The removal of fibrous asbestos must be conducted by a licensed class-‐A removalist, under the authority and with the involvement of WorkSafe who will determine the appropriate level of PPE.

– Only personnel with the appropriate PPE and training will be allowed to work inside the asbestos exclusion zone. The minimum protective equipment to be worn by personnel will be as required in WorkSafe Victoria Managing Asbestos in Workplaces – Compliance Code including coveralls, appropriate footwear, gloves and respiratory protection.

– The asbestos material will be placed by hand into plastic bags that are impermeable to asbestos dust. The bags will be doubled bagged and appropriately signed according to Australian Standard AS 1319 Safety Signs for the Occupational Environment. Earthmoving machinery will endeavour to minimise ground disturbance, dust generation and damage to asbestos containing materials.


Material will be sprayed with low-‐pressure water as it is disturbed. Asbestos containing materials will be disposed of off-‐Site to a landfill licensed to accept asbestos wastes in accordance with the relevant guidelines.

– A decontamination facility and procedure is to be provided for personnel that are exposed to the asbestos contaminated material to ensure safe removal of their PPE.

– Used disposable coveralls and masks are to be removed prior to exiting the exclusion zone, double bagged in marked bags for disposal along with other asbestos waste.

– Trucks will be washed down before leaving the Site in the designated wash-‐down area within the asbestos exclusion zone.


! The presence of asbestos fibres will be monitored during all earthwork activities relating to asbestos on-‐Site. Monitoring at the boundary of specified asbestos exclusion zones will be performed to ensure personnel working outside of the asbestos exclusion zone have not been exposed to levels in excess of the capacity of their PPE.

! All site personnel must inform the Construction Project Manager immediately when asbestos contamination is suspected or identified at the Site. The Construction Project Manager will maintain records of any contamination incidents or discovery of potentially asbestos contaminated soil as well as the containment and remediation procedures employed.

2.6 TRUCKING MOVEMENT MANAGEMENT

Objective:

! To manage trucking movements during the site works and to minimise local complaints, road accidents and the impacts on the environment.


! Truck access to the Site will be limited to the Hyland Street entrances at the commencement of site works with further entrances added in the future if Site access in other areas is needed. No other roads will used for access to and from the Site unless specified in writing by the Construction Project Manager.

! The speed of vehicles will be limited to 30 km/h within the Site area.

! Users of the Site are notified in writing of these requirements at induction.

! Warning signs alerting motorists that trucks are entering the road system and using Hyland Street will be erected at the intersections with adjoining roads.

! Hyland Street is kerbed and drained, and is generally in a good structural condition. It is considered, therefore, that with the above controls in place the impact of truck traffic on residents living within the vicinity of Hyland Street should be minimised. However this would be monitored by the Construction Project Manager and should further


management measures be required, e.g., additional signage and/or entrances, these would be implemented to the satisfaction of the local council.

! In accordance with Australian Safety Standards, all reversing vehicles are required to be fitted with audible warning signals.

! In terms of the EPA noise control guidelines, the hours of operation of the Site will be 7.00 am to 5.30 pm Monday to Friday and 8.00 am to 2.00 pm Saturdays. Should these hours need to be varied, permission should be obtained from the Geelong City Council in writing. The Site is not open on Sundays and public holidays.


! The Construction Project Manager and the Construction Contractor will conduct regular weekly internal auditing of the Site’s trucking operations.

! The OHS construction representative will report to the Contract Superintendent on a weekly basis on any trucking movements that need to be addressed. External complaints will be dealt with on a case by case basis.

2.7 EROSION MANAGEMENT

Objective:

! To prevent incidences of accelerated erosion as a result of the site work activities on-‐Site and thereby limit the environmental impact on soil and other receiving environments within and surrounding the Site area.


! The Construction Contractor will be required to provide site specific plans for erosion and surface water control for the Site.

! Measures to be taken to minimise erosion and sediment movement to include the following:

– Infrastructure and Development – Limit the amount of progressive clearing and area being disturbed prior to

construction activities commencing. Minimise the period that bare soil is left exposed to erosion.

– Safeguarding the surface layer by stripping and stockpiling useable topsoil prior to construction. Reuse of stored topsoil in revegetation and landscaping activities.

– Using temporary soil diversion mounds to control runoff within and divert water away from the construction site. Use sediment traps/silt fences etc., to minimise off-‐Site effects of erosion.

! Procedures for the construction and maintenance of the sediment traps will include the following:

– Sediment traps will be preferably excavated below the natural ground surface. Where it is necessary to construct embankments to form a sediment trap, embankments will to be adequately compacted with batter slopes commensurate with the available materials.


– Sediment traps will include a high flow 'spillway' outlet to safely pass floods without breaching the basin.

– Sediment traps will include adequate provisions for access for regular monitoring and maintenance to clean out captured sediments.

– Subject to constraints of available space and topography, sediment traps will be constructed with a plan shape aspect ratio of at least 3 to 1 (length measured from inlet to outlet in relation to width).

– Stockpiles will have silt fences installed around concrete and other stockpiles designed to prevent contaminated stormwater from exiting the site. Contaminated water (which includes silt laden stormwater) will not be allowed to drain off the site prior to the installation and operation of adequate stormwater management systems.

– Construction Road and Temporary Access Tracks

– Provide efficient surface drainage from roads within the Site to prevent run-‐off eroding either the road surface or the adjacent land.

– Where necessary, low mounds angled across the track will be constructed to divert runoff (at a non erosive velocity) into adjacent areas.

– Where table drains need to be established, they will be designed to a broad dish shape, grassed or lined appropriately, to prevent erosion.

– All temporary construction tracks and laydown areas will be removed and rehabilitated when construction is completed.

– Vegetation Clearing

– Limit the disturbance of vegetation in construction areas to a minimum where possible. Following the completion of site construction works any vegetation areas that have been disturbed should be remediated. The Construction Project Manager will assess the need for specific remediation plans, after site works have been completed.


! The Construction Project Manager shall conduct regular inspections of construction areas and assess the environmental condition and operability of Site drains and erosion mitigation measures. Inspections shall be conducted on a weekly basis during winter months as well as after each significant rainfall event.

! The Construction Contractor will report monthly to the Construction Project Manager on the following:

– Compliance with approved erosion and sediment control plan as well as specific instances of erosion.

– Results of weekly inspections. – Results of any corrective actions.


2.8 WATER CONTAMINATION MANAGEMENT

Objective:

! To monitor water (groundwater, stormwater and waste water) quality to ensure that site works are not impacting the environment through these receptors.

! To prevent the direct or indirect release of contaminated waters into the water receptors surrounding and on the Site. Elimination or containment of potential contamination sources created by the activities occurring on the Site.


! Actions relating specifically to groundwater contamination management are:

– A groundwater monitoring program will be implemented to assess the groundwater quality prior to, during and post site works. The monitoring will also be undertaken on a quarterly basis following commencement of site works. Groundwater monitoring will be conducted throughout the project by the Environmental Consultant (ESG).

– Induction of employees, suppliers and contractors in their environmental protection responsibilities. This includes the protection of groundwater monitoring wells throughout the duration of the project as defined by ESG.

– Training of relevant personnel and implementation of safe work practices for minimising the risk of spillage. Training will include spill management and clean up procedures.

! Should unacceptable groundwater quality be detected the following actions will be undertaken:

– Re-‐sampling of the particular groundwater monitoring well/wells identified as unacceptable to confirm initial result.

– Re-‐sampling of the well 3 months after previous round to confirm initial rounds of sampling.

– If the elevated contaminant concentrations have been deemed as a direct result of works occurring on site an appropriate remediation plan will be determined and implemented by the Construction Project Manager.

! Actions relating specifically to waste water and stormwater contamination management are:

– Any discharges to sewer from the Site will require approval of either the local Water Authority (Barwon Water) or approval for connection into the sewer under a Trade Waste Agreement. Any discharge requirements set must be complied with.

– No uncontrolled discharge of stormwater or wastewater will be allowed from the site. Any discharges to the Moorabool River from the Site will require to be directed through a suitable stormwater management system. Discharge water will be required to comply with, and be monitored in accordance with, the current EPA guidance (EPA Publication 480 Environmental Guidelines for Major Construction Sites).


– In order to ensure that the stormwater collection and treatment systems are achieving the objectives, a monitoring program compliant with EPA guidelines will be required to be implemented. The program will involve the monitoring and collection of stormwater samples entering and leaving the Site. Stormwater monitoring will be required in retention ponds prior to discharge. This will determine whether there has been any impact from the activities on-‐Site on stormwater quality. The monitoring program required to be implemented by the Construction Contractor will also be determined by the requirements of the discharge authority.

– Monitoring of the turbidity and volume of water for discharge will be required by the Construction Contractor.

– Clean water diversion drains will be installed to divert clean stormwater flow from undisturbed areas away from the sediment traps. Diversion drains will also be installed as necessary to direct sediment laden stormwater flow to the sediment traps.

! Actions relating to all forms of water contamination management are:

– Provide bunded storage areas for fuels and dangerous goods required for construction equipment with spill clean-‐up kits (located nearby) in accordance with the requirements of AS 1940:1993 and AS 3780:1994.

– Implement controls to ensure all transfer of fuels and chemicals is managed to prevent spillage and should a spill occur that it is contained within the bunded areas.

– Diversion bunds, silt fences and/or sediment traps to be installed downstream of all work areas draining to the natural drainage system. Stormwater controls should be maintained and repaired when necessary.

– Areas containing water receptors should be appropriately managed as “sensitive” and environmental harmful activities will be restricted from occurring within the direct vicinity of these areas, with appropriate management and treatment systems around them.

– General housekeeping to prevent general rubbish and contaminants entering the stormwater runoff from the Site.

– Water quality in the Moorabool River in areas upsteam, adjacent to, and downstream of the Site will be undertaken to gain an understanding of baseline water quality conditions, and provide a regular update to changes, and possible reasons for any changes, if related to the construction activities on the Site. Water quality will be compared to relevant standards as required by the Corangamite Catchment Management Authority and other applicable standards. Sampling locations are shown in Appendix A.


! The Construction Project Manager will monitor water contamination levels continually until the completion of the site works. They will also monitor the implementation of the proper prevention of contamination procedures related to water sources thereby


ensuring that environmental harm through water receptors is prevented. Discharge standards will comply with EPA guidelines and the CSIRO Urban Stormwater Best Practice Environmental Management Guidelines.

! Monthly water quality monitoring will be undertaken by the environmental consultant at three locations in the Moorabool River. Upstream, mid-‐site and downstream of the site locations as showing in Appendix A, Figure 4.

! The results of each monitoring event are to be reported within three months of completion, with a full comprehensive report prepared after the competition of site works. Results will be provided to ICD.

! Any spills or suspected contamination near water receptors should be reported to the Construction Project Manager immediately.

2.9 AIR QUALITY-‐ DUST AND EMISSIONS

Objective:

! To mitigate air quality impacts by managing dust and other emissions generated from Site activities.


! Actions to be undertaken to control air quality during site works include the following: – Implement mitigation measures in accordance with the EPA Victoria Information

Bulletin 275, dust management at the Site needs to address dust from access roads, stockpiles, cleared areas and the overall site. In order to minimise the release of dust and emissions to air from areas where site works are occurring.

– Reschedule vegetation clearing activities or earthworks during periods of low wind or employ other dust suppression techniques if visible dust is blowing off the Site.

– Regular watering or other treatment of haul roads and exposed construction areas subject to vehicle and machinery movements.

– Ensuring that vehicles and equipment are appropriately maintained to minimise air emissions. All machinery operating at the Site will have exhaust systems that comply with the appropriate Australian Standards.

– Vehicle speeds in construction areas will be limited to a maximum of 30 km/h. – Concrete crushing activities will be undertaken in a designated area as far as

practicable from residential areas to reduce the impact of dust travel. Dust should not be observed beyond the site boundary. Water sprays will be used to dampen the concrete prior to and during the crushing process (at the jaw crusher), and the subsequent stockpiling process.

– Soil and crushed concrete stockpiles will be dampened or stabilised with an appropriate surface cover as required. Other exposed surfaces and stockpiles will also be watered or sprayed as required.

– Dust control equipment will be installed on all major plant and equipment generating significant point sources of dust. Any conveyor belts will be covered to minimise dust emissions.

– Water sprays will be used (as required) across work zones and unsealed areas to suppress dust. The water will be applied by to ground surfaces whenever the surface has the potential to generate excessive levels of dust.


– Any long-‐term stockpiles will be stabilised using fast-‐seeding, locally common grass. Exposed areas will be minimised through progressive rehabilitation as soon as practicable.

– All major haul roads will be regularly watered and vehicle speeds on unsealed roads will be controlled to minimise dust. Haul trucks will pass through the “wash down” area before they leave the site. Haul trucks will have their loads covered to prevent dust generation.


! Visual inspections will be undertaken by the Construction Project Manager to check for evidence of excessive dust generation.

! The Construction Project Manager will prepare reports of dust and air emissions produced by construction activities. The reports will be submitted to the ICD.

2.10 NOISE MANAGEMENT

Objective:

! To ensure that noise levels from Site activities do not exceed 10 dB(A) above ambient noise levels at the boundary of the residential area adjacent to McCurdy Road.

! To minimise any potential noise impacts that would result from exposure to noise emissions.


! The following strategies will be implemented to aid in noise management throughout Site works: – In accordance with the SEPP, where possible every effort will be made to minimise

noise at the Site boundaries by restricting Site activities to the following working hours: Monday to Friday between 07:00 and 18:00 hours with scheduling of “noisy” activities after 9am;Saturday between 07:00 and 13:00 with scheduling of “noisy activities” after 10am; and the Site will not operate on Sundays or public holidays. Should these working hours need to be varied, permission should be obtained from the Greater Geelong City Council.

– Machinery will be maintained and operated in a manner that limits noise emissions. Where possible the Construction Project Manager should arrange to use low noise emitting equipment as well as properly maintained equipment to prevent noise emissions while completing Site works. As well, turning equipment off when not in use and lowering throttle settings if possible will also help in reducing the amount of noise produced on-‐Site.

– Wherever possible the construction laydown area and designated Site entrances should be located away from noise sensitive locations, such as residential areas. In general, the instance and duration of noisy works should be minimised. As well, the layout can be arranged to avoid the need for truck reversing on-‐Site.

– Concrete crushing, and other similar activities should take place as far as practicable from the residential areas to the east of the site to mitigate noise impacts on the residents of these areas.


– Where appropriate, an area away from residential dwellings should be nominated for off-‐Site truck parking when vehicles arrive before Site operating hours and thereby limiting the exposure of nearby residents to noise outside the normal works hours.

– Schedule noisy works to provide respite and avoid sensitive times, particularly during night and other times out of normal working hours. On a working day, shorter respite periods should be provided where possible, especially during very noisy works.

– If a noise complaint is received control measures will be reviewed to prevent recurrences and, where necessary, additional control and mitigation measures will be investigated and installed.


! Should a justifiable noise complaint be received, an appropriately designed monitoring program will be implemented by the Construction Project Manager. Any monitoring conducted will be in accordance with the Australian Standard 1055 Acoustics -‐ Description and Measurement of Environmental Noise AS 1055.1 -‐ 1997.

! Any noise complaints will be documented and reported to the Construction Project Manager. The results of any monitoring undertaken by the Construction Contractor will also be reported to ICD.

2.11 VEGETATION MANAGEMENT

Objective:

! To minimise the impact of Site work activities on vegetation within and adjacent to Site areas.

! To prevent the spread of weeds resulting from the frequent movement of soil material around the Site.


! Construction activities will be limited to designated construction areas unless approved by ICD’s Project Manager and the total area to be cleared for construction will be restricted to the minimal area required.

! Prior to clearing areas, the Construction Project Manager will consult with a site-‐planning consultant to determine if the vegetation to be cleared has inherent heritage or biological value. Areas that are approved for clearing will be identified and clearly marked to ensure that only previously assessed areas are cleared and to prevent construction vehicles from having an adverse impact on adjacent undisturbed vegetation.

! Unless specifically stated, dead egetation identified as potentially valuable habitat (e.g. hollow logs) may be stockpiled for use in erosion and sediment control works or in site rehabilitation.

! Cleared vegetation will also be re-‐used on-‐Site where possible. It will be stockpiled in appropriate areas prior to use. Possible uses include: chipping of material to use in composting and soil cover, or use in rehabilitation of previously disturbed areas within


the Site. Specific uses for such materials will be designated by the Construction Project Manager.

! A weed control program will be established. It will involve the periodic (monthly) inspection of the construction sites and downstream areas and control of any infestations of declared environmental weeds. The source of any infestation will be investigated and the most appropriate control technique will be implemented.

! The riparian vegetation of the Moorabool River is to be protected from construction activities and dumping.

! Vegetation identified as important to retain by sections of the arborist report refer to Appendix C


! Monitoring of vegetation health adjacent to the construction activity area will be undertaken during and after construction activities.

! Monthly inspection for weed infestation of the construction site and/or downstream areas.

! The Construction Contractor will report any incidents of vegetation disturbance outside of designated areas or weed infestation to Construction Project Manager.

2.12 GENERAL WASTE MANAGEMENT

Objective:

! Achieving cost effective and environmentally sustainable waste management by:

– Minimising waste generation;

– Maximising waste re-‐use;

– Maximising recycling; and

– Safely managing, treating and disposing of all non-‐reusable and non-‐recyclable materials.


! The following actions will be implemented for general waste management:

– Identify and categorise all wastes produced across the Site and designate specific storage areas, prior to disposal, for each category of waste produced. Ensure appropriate maintenance of these designated disposal areas to prevent unnecessary environmental harm due to exposure to potentially hazardous substances.

– Perform risk assessments on all storage, transport and disposal of all waste produced.

– Ensure appropriate re-‐use, storing, recycling and disposal of the following wastes:

– Waste oil will be collected for transport and disposal off-‐Site;

– Aluminium cans will be provided to the local Council for recycling;

– Batteries will be collected and transported off-‐Site for disposal; and;


– Tires will be stockpiled pending the development of an appropriate disposal strategy or disposed of to a suitable waste management facility.

– Concrete stockpiles should be processed and reused appropriately.

– Identify and implement other feasible waste reduction strategies as the project develops.


! The following waste streams will be measured and reported:

– Waste generation.

– Waste re-‐use

– Waste recycling

– Waste treatment and on-‐Site remediation if possible.

– Waste disposal, including the off-‐Site facilities the materials are sent transported to.

– During Site works the Construction Project Manager will report at monthly intervals to ICD on the results of the waste monitoring program and other relevant waste management issues.

2.13 CHEMICALS AND DANGEROUS GOODS

Objective:

! To safely manage, purchase, store, handle and dispose of fuels and chemicals used on-‐Site and to prevent the uncontrolled release of chemicals into the environment.

! Compliance with relevant Australian Standards (e.g. for the storage and handling of flammable and combustible liquids and dangerous goods) including:

– AS 4452 The Storage and Handling of Toxic Substances;

– AS 1940 The Storage and Handling of Flammable and Combustible Liquids; and

– AS 3740 The Storage and Handling of Corrosive Substances.

! No spills of chemicals or release of chemicals to the environment.


! The following actions will be implemented for chemical and dangerous goods management: – Material Safety Data Sheets (MSDSs) of all chemicals used on-‐Site will be compiled

in a register by the Construction Project Manager as well as records on the existing inventory, storage location, personnel training and disposal of waste instructions for all chemical and dangerous goods used on-‐Site.

– The Construction Project Manager and Construction Contractor will have procedures in place regarding emergencies relating to chemicals and dangerous goods and will implement controls to ensure all transfer of fuels and chemicals is managed to prevent spillage and should any spill occur that it is contained within a bunded area.


– All relevant construction and site workers will be trained in appropriate handling, storage and containment practices for chemicals and dangerous goods as is relevant to their position and chemicals that they will be in contact with on-‐Site.

– All fuels and chemicals will be stored in accordance with the requirements of the relevant Australian Standard.

– Provide bunded storage areas for fuels and dangerous goods required for construction equipment with spill clean-‐up kits.

– Implement controls to ensure all transfer of fuels and chemicals is managed to prevent spillage and occurs inside bunded areas.

– Any spills to be cleaned up immediately. Contaminated runoff and contaminated soil will be collected and remediated or disposed of at a licensed facility as designated in the soils handling management procedures.

– Location and details of spills to be recorded in the site logbook.


! Inspections of storages tanks, bulk containers and the integrity of bunded areas, pavement and associated containment systems will be conducted on a monthly basis.

! The Project Manger will record and sign off on monthly inspections of containers, bund integrity, valves and storage and handling areas. Spills will be reported to the Construction Project Manager including actions taken to minimise the impacts immediately.

2.14 HEALTH AND SAFETY

Objective:

! To ensure that the operation does not adversely affect the health of the employees, contractors or the general public.


! The following actions will be implemented for health and safety management:

– Safety training will be implemented through both general site safety induction as well as area specific inductions.

– The Site will be fenced along the northern, eastern and southern sides, prior to commencement of operations. The fencing will restrict pedestrian and public access to the Site, in the interests of public safety. Fencing will be maintained at all times and incorporate lockable gates.

– Site workers access to the Site will be restricted by the time restrictions, Site fencing, landscaping and designated points of entry to be specified in the site plan.

– Signage on the roads approaching the Site entrances will be erected to warn other vehicles of entering and slow moving trucks in the area.

– Speed limits on-‐Site will be restricted to 30 km per hour, with all other Victorian traffic road rules to be adhered to when driving within the Site boundary.


– Authority to drive road vehicles on-‐Site is to be provided by the site supervisor or Project Manager.

– All vehicles driven within the site boundary are to have a prominent vehicle safety light displayed.

– Job Hazard Analyses (JHA) of Site Specific Work Methods (SSWM) will be undertaken as required for specific tasks associated with the Site and will be used to develop Standard Operating Procedures to ensure compliance with the ICD standards and site personnel safety.

! The list below details some of the site requirements to consider when completing a JHA/SSWM:

– Personal protection equipment: wearing high visibility clothing, protective foot wear and glasses at all time whilst on site.

– Familiarisation with and adherence to site activities and site OHS procedures.

– Isolation and tagging, manual handling, confined spaces, and height safety.

– Procedures that should be followed on-‐Site to ensure personal safety include:

– Inform site safety contact of proposed Site activities and barricade and sign post work areas if necessary. Observe access authorisation/permission conditions and familiarisation self with emergency alarm system and procedures.

– Observe caution by carrying relevant MSDS when working on-‐Site and avoiding exposure to soil and groundwater wherever possible.

– Ensure mobile phones are not used within the Site unless prior approved by the Construction Project Manager, or in designated areas.

– Personnel should be instructed to report the presence of noxious or hydrocarbon/petroleum odours within soils or other visibly unusual materials on-‐Site to the Construction Project Manager, if identified.

– All personnel are required to ensure that they maintain a high standard of hygiene maintenance at the Site. This includes:


! The Construction Project Manager will conduct regular internal auditing (weekly) of the Site’s health and safety health systems.

! Fencing will be regularly assessed (weekly) to monitor the need for maintenance.

! The OHS construction representative will report to the Construction Project Manager on a weekly basis on any health and safety issues that need to be addressed. The results of all health and safety audits will be reported to ICD.

2.15 INCIDENTS AND COMPLAINTS

Objective:

! To manage environmental or social incidents and complaints.



! The Construction Project Manager report all incidents and complaints to the Contract Superintendent and will manage all incidents or complaints about either environmental or social issues.

! If further complaints are received in relation to previous occurrences and investigation into why the incident/complaint was not addressed within the specified time frame.

! The following points must be followed upon complaint receipt:

– Take any necessary immediate action.

– Report the incident or complaint (including to Council if necessary).

– Undertake an investigation.

– Determine root causes.

! This procedure requires the following actions to be undertaken:

– Undertake any necessary corrective or preventative actions.

– Monitor action implementation.

– Audit effectiveness of action.


! The Construction Project Manager shall monitor compliance against the targets.

! The Construction Project Manager will record all incidents and complaints. Reports of all incidents and complaints will be submitted to ICD. The complainant will be advised of what action, if any, is taken as a result of the complaint.


3 CEMP REVIEW The Construction Project Manager will review the CEMP prior to works commencing on Site, periodically (6-‐monthly) or following a failure of compliance detailed in the above tables to ensure that it is:

o Up-‐to-‐date with design and associated, potential environmental impacts.

o Current with other organisational changes, such as changes to the Construction Contractor team.

Amendments to the CEMP must be carried out in accordance with the document control procedure discussed in Section 1.

ESG and ICD, may periodically audit the implementation of the CEMP in relation to the site construction works that are being carried out. Such a review may result in a requirement for the Construction Contractor Project Manager to initiate a review and an update of the CEMP.

Appendix A

Figures

ESG2013-033: ICD Fyansford Development

Figure 4: Fyansford Development Proposed River Samples Locations

Approximate Proposed Surface Water Sample Point Location

LEGEND

Approximate Boundary of Stage Areas 1, 2, 2A, LSIO and Reserve

Photographs Showing Proposed River Surafce Sample Lcations

Upstream Sampling Location

On-Site Sampling Location

Downstream Sampling Location

Scale (metres)0 25 75 10050

Moorabool RiverMoorabool River

Hyland StHyland St

Hamilton HwyHamilton Hwy

Appendix B

Incident Form Templates

Unexpected Finds Procedure Form – Fyansford Project, ICD Property

Date of Inspection: / / Time of inspection: am/pm

Inspection Conducted by: UFP No:

Item 1 Unexpected or suspect material encountered? Y / N -‐ details:

2 Contact: Head Contractor Environmental Consultant Site Supervisor

Y / N Y / N Y / N

3 Location of unexpected/suspect material, dimensions, depth, GPS coordinates and sketch:

4 Asbestos/Suspected asbestos containing material present? Y / N -‐ Description:

5 Odour (do not sniff soil) or Staining observe Y / N -‐ Description:

6 Material deemed high risk and barricaded off? Y / N -‐ Description:

7 Material sampled? Date: Y / N -‐ Description:

8 Description/ Outcome of sampling/Analysis Date of results:

9 Fate of material:

10 Copy of UFP Form provided to: Head Contractor Site Supervisor Environmental Consultant

Y / N Date: Y / N Date: Y / N Date:

SEMP Incident Reporting Forms Rev 1 3 March 2014

Pages Included in this report: General Information Company Vehicle Non Company Vehicle Injury /Illness Environmental External Assessment Witness / External Investigator or Adjuster Property / Equipment Damage

Section 1 General Information

1.1 Incident Type, Date and Time InformationIncident Type Check any that apply Date and Time Information

Incident Plant Involved Note: Date Format 01-Jul-08 Time Format 24 hr: 18:00 Near Miss Date Time

Occurrence Date and Time:Primary Incident Type Secondary Incident Type(s)

Injury Illness Injury Illness Date and Time Reported: Vehicle Environmental Environmental Property / Equip

DamageIncident Reported By:

Property / EquipDamage

External Assessment

External Assessment Supervisor's Name in charge ofwork activity at time of incident:

Person Completing Form: Risk Assessment

Risk Assessment Performed Prior to Incident?

Was Risk Assessment Documented?

Person Completing Form Phone Number:

1.2 Incident Location & Responsible Business Unit

Location Type:Occurrence Site (describe where the incident occurred)

Region:

Address of incident

After completing this form, submission to the Project Manager is required

1.3 Description of Incident Brief Description:

Detailed Description


Section 2 Vehicle Incident Details Note: Any vehicle where a company employee is driving, is considered a "company vehicle" If more than one company vehicleis involved, make copies of this page.Check any that apply:

Company Vehicle Involved (Complete 2.1) Non Company Vehicle Involved (Complete 2.2)

2.1 Company Vehicle Vehicle InformationVehicle VIN Vehicle Make

Company Number Vehicle Model

License Number: Vehicle Type

Vehicle a Rental? Yes No If Yes, Company:

Driver License No. State / Country

Expiry Date d/m/y City, State Nearest the placewhere the incident occurred:

Company or Non Company Driver and/or passenger informationCompany Employee? Y/N Last Name First name Emp. Number Seat Belt Worn?

Driver: Yes No

Passenger 1 Yes No

Passenger 2 Yes No

Passenger 3 Yes No

Passenger 4 Yes No

Passenger 5 Yes No

Damage to Company Vehicle:Recordability: Company Reportable Company Recordable

Documentation Only

Vehicle weight more than 4550 kg? YesWas Vehicle transporting Hazardous Material? YesVehicle designed to transport 16 + passengers? Yes Company Vehicle Towed From Scene? Yes Non Company Veh Towed From Scene? Yes

Hazardous Chemical Spilled? (other than fuel from the fuel tanks) Yes Any party receive medical treatment away from the scene? Yes Were there any fatalities? Yes

Describe Damage to Company Vehicle:

Drugs & Alcohol InformationWas a drugs & alcohol testadministered?

No Yes - within 2 hours Yes - within 8 hours Yes within 32 hours (drugs only)

If no drugs & alcohol test was administered, give details asto why not:


Section 2 Vehicle Incident Details - Continued

2.2 Non Company Vehicle If more than one non-company vehicle was involved, make additional copies of this page.

Vehicle InformationVehicle VIN Vehicle Make

License Number: Vehicle Model

State of issue: Vehicle Type

Non Company vehicle towed from scene? Yes Any indications of drugs and/or alcohol? YesMedical treatment away from Scene? Yes

Non Company Vehicle - (Driver Information) Last Name: First Name:

Address:

Drivers License InformationNumber State / Country Expiry Date (01-JAN-99)

Insurance Company Address and Phone Number Policy Number

Injury details of non-company personsName: Nature of Injury Address / Phone Number

Name: Nature of Injury Address / Phone Number

Name: Nature of Injury Address / Phone Number


Section 3 Injury / Illness Incident Details

Check all that apply Company Employee (Complete 3.1) Client Employee

Sub Contractor Employee (Complete 3.2) Member of Public (Complete 3.3) Casual / Temporary / Contract Employee

3.1 Company Employee Details For Additional Injuries associated with this incident, make copies of this page.

Recordability: Check applicable recordability First Aid Case Non-Recordable MedicalRestricted Work Case Lost Time Case Medical Case Fatality Case

Non-Occupational Restricted Work Case Non-Occupational Lost Time Case Non-Occupational Medical Case Non-Occupational Fatality Case

Injured Party InformationLast Name: First Name: Emp. Number:

Job Task: Job Activity:

Body Part(s): Nature of injury:

Body Part(s): Nature of injury:

Additional Comments:

Justification for “First Aid” or “Non Recordable Medical” Recordability Class

Administering Tetanus ImmunizationCleaning, Flushing or Soaking Wounds on the Surface of the Skin Drilling Fingernail / Toenail to Relieve Pressure or Draining Fluid from a BlisterNo Treatment Given (Diagnostic Only)Remove Foreign Bodies from the Eye using only Irrigation or Cotton SwabRemove Splinters / Foreign Material from Areas Other Than the Eye by Simple MeansUse of Nonprescription Medication at Nonprescription StrengthUse of Hot or Cold TherapyUsing any Non Rigid Means of Support (i.e. Elastic Bandages)Using Finger Nail GuardsUsing MassagesUsing Wound Coverings such as Bandages, Gauze Pads or Butterfly Bandages

Drugs & Alcohol Information

Was a drugs & alcohol test administered?

No Yes - within 2 hours Yes - within 8 hours Yes within 32 hours (drugs only)

If no drugs & alcohol test was administered, give details as to why not:


Section 3 Injury / Illness Incident Details - Continued

3.2 Other Involved Parties Check applicable person type: Note: for additional parties, make copies of this page

Sub Contractor Employee Client Employee Casual / Temporary / Contract Employee

Injured Party Information Last Name: First Name: Company:

Phone Address

Job Task: Job Activity:

Insurance "Causes":

Body Part(s):

Left Right

Nature of injury:

Body Part(s):

Left Right

Nature of injury:

Additional Comments:

3.3 Member of Public Injured Party DetailsLast Name: First Name: Task at time of incident:

Phone Address

Body Part(s):

Left Right

Nature of injury:


Section 4 Environmental Incident Details

Check all that apply: Agent Medium Effect

Substance Air PeopleExplosion Ground Water VegetationLight Soil AnimalsNoise Surface Water StructuresDust EquipmentVibration Materials

Substance InformationName of Substance ( Specify Material Name ) Amount Unit of Measure

Describe Response Details


Section 5 External Assessment

Check any that apply Notice of Violation Audit Self Reported Other Administrative Order Inspection Regulatory Investigation

Describe the Assessment, If there are specific comments made by anyone, include those in Section 6, Witnesses / External Investigator.


Section 6 Witnesses / External Investigator

Person 1 Last Name: First Name: Company:

Phone Address

Comments

Person 2 Last Name: First Name: Company:

Phone Address

Comments


Section 7 Property / Equipment Damage

Who Owns the Property / Equipment:

Company Client / Contractor Third Party

Equipment type:

Examples: Tank, Building, Trailer, Fork Lift etc Type of Damage

Structural Mechanical Process Failure Theft Sabotage Fire

Natural Causes (Earthquake, Flood, etc.)

Description of Damage:

Provide details of the Type of Property and Equipment (with serial numbers etc., if applicable), and describe what happened andthe extent of damage. If possible, provide an estimate of the cost of the damage.


Appendix D

Compliance Monitoring Checklist

Monitoring date

Undertaken by

Aspect/CategoryActivity description Management measure

Frequency of ESG monitoring event (ongoing for Drapers) Comment

Responsible party Corrective action Assigned to Date completed

Soil tracking management

On site soil tracking (imported soil and internal movements) Induction of personnel Weekly Drapers

Site Classification Plan to be developed Weekly DrapersSoil tracking forms updated daily Weekly DrapersWeekly review of soil tracking forms Weekly ESG

Imported soils assessment

Source site assessment for imported soils to meet acceptance criteria Weekly ESG

Off site soil tracking Induction of personnel Weekly Drapers

Assessment and classification for offsite disposal Weekly ESGSoil tracking forms updated with each soil load Weekly DrapersEPA Waste Transport Certificates to be completed for each truck Weekly DrapersWeekly review of soil tracking forms Weekly ESG

Soil handling management

On site soil handling management Induction of personnel Weekly Drapers

Stockpiles managed and labelled (grid notation) and separated as per requirements of Site Classification Plan Weekly DrapersWeekly review of stockpile management Weekly ESG

Final levels

Final levels and adopted criteria to be complied with as per Auditor requirements. See last page of compliance monitoring report for detail. Weekly Drapers, ESG

Concrete crushing

Concrete crushing to be undertaken only in Area 10 (northwest corner). Weekly Drapers

SamplingExcavated soil to be sampled prior to moving to allow correct classification. Weekly ESGExcavations to be validated before backfilling Weekly ESG

Unexpected findsContaminated material

Contaminated material to be stockpiled in designated covered with black plastic. Contaminated soil to be recorded on "Unexpected Finds" form Weekly DrapersAssessment and classification of contaminated material Weekly ESG

Asbestos management

Prevention of contact and containment of ACM

Ongoing monitoring of excavations and other earthwork activities for ACM Weekly DrapersACM identification, documentation and management containment procedures to be followed as per Worksafe standards and recorded on Contaminated soil to be recorded on "Unexpected Finds" form. Weekly Drapers

Truck movement management

Control of truck movements Speed limits of 30km/h in place. Weekly Drapers

Relevant safety signage and traffic signage in place for truck movements. Weekly Drapers

Erosion managementControl of erosion

Progressive clearing to be undertaken to minimise exposed areas. Weekly DrapersVegetation clearing to be kept to a minimum Weekly Drapers

Sediment traps will be preferably excavated below the natural ground surface. Where it is necessary to construct embankments to form a sediment trap, embankments will to be adequately compacted with batter slopes commensurate with the available materials. Weekly DrapersSediment traps will include a high flow 'spillway' outlet to safely pass floods without breaching the basin. Weekly Drapers

Stockpiles will have silt fences installed around concrete and other stockpiles designed to prevent contaminated stormwater from exiting the site. Contaminated water (which includes silt laden stormwater) will not be allowed to drain off the site prior to the installation and operation of adequate stormwater management systems. Weekly Drapers

Water Contamination Management

Groundwater contamination management

Groundwater monitoring to be undertaken as per groundwater contamination management plan Weekly

Surface water contamination management

No uncontrolled release of surface water (stormwater or other) will be allowed from the site. Weekly Drapers

Draft Environmental compliance checklist -‐ Fyansford CEMP




Any discharges to sewer from the Site will require approval of either the local Water Authority (Barwon Water) or approval for connection into the sewer under a Trade Waste Agreement. Any discharge requirements set must be complied with. Weekly Drapers

Any discharges to the Moorabool River from the Site will require to be directed through a suitable stormwater management system. Discharge water will be required to comply with, and be monitored in accordance with, the current EPA guidance (EPA Publication 480 Environmental Guidelines for Major Construction Sites). Weekly DrapersWater quality will be monitored in the Moorabool River upstream, onsite, and downstream of the site. Weekly ESGMonitoring of the turbidity and pH of water for discharge will be required by the Construction Contractor. Weekly Drapers

Prevention of contamination from hazardous materials

Provide bunded storage areas for fuels and dangerous goods required for construction equipment with spill clean-‐up kits (located nearby) in accordance with the requirements of AS 1940:1993 and AS 3780:1994. Weekly Drapers

Air Quality

Control of dust and emissions generation from site traffic

Reschedule vegetation clearing activities or earthworks during periods of low wind or employ other dust suppression techniques if visible dust is blowing off the Site. Weekly DrapersRegular watering or other treatment of haul roads and exposed construction areas subject to vehicle and machinery movements Weekly DrapersVehicle speeds in construction areas will be limited to a maximum of 30 km/h. Weekly DrapersEnsuring that vehicles and equipment are appropriately maintained to minimise air emissions. All machinery operating at the Site will have exhaust systems that comply with the appropriate Australian Standard(s). Weekly Drapers

Control of dust from stockpiles and related works

Soil and crushed concrete stockpiles will be dampened or stabilised with an appropriate surface cover as required. Other exposed surfaces and stockpiles will also be watered or sprayed as required Weekly DrapersDust control equipment will be installed on all major plant and equipment generating significant point sources of dust. Any conveyor belts will be covered to minimise dust emissions. Weekly DrapersLong-‐term stockpiles (2months or more) will be stabilised using fast-‐seeding, locally common grass. Exposed areas will be minimised through progressive rehabilitation as soon as practicable. Weekly Drapers

Noise Management

Control of noise from site activities

Noise levels from Site activities do not exceed 10 dB(A) above ambient noise levels at the boundary of the residential area adjacent to McCurdy Road. Weekly DrapersNo personnel injuries to site personnel relating to exposure to high levels of noise emissions from Site activities. Weekly Drapers

Working hours to be adhered to: Monday to Friday between 07:00 and 18:00 hours with scheduling of “noisy” activities after 9am;Saturday between 07:00 and 13:00 with scheduling of “noisy activities” after 10am; andThe Site will not operate on Sundays or public holidays.

Weekly Drapers

Machinery will be maintained and operated in a manner that limits noise emissions. The Construction Project Manager, if possible, should arrange to use low noise emitting equipment as well as properly maintained equipment to prevent noise emissions while completing Site works. As well, turning equipment off when not in use and lowering throttle settings if possible will also help in reducing the amount of noise produced on-‐Site. Weekly Drapers




Should a justifiable noise complaint be received, an appropriately designed monitoring program will be implemented by the Construction Project Manager. Any monitoring conducted will be in accordance with the Australian Standard 1055 Acoustics -‐ Description and Measurement of Environmental Noise AS 1055.1 -‐ 1997. Weekly Drapers

Vegetation management

Control of invasive species

Weed infestations to be monitored and removed as per weed identification programme Weekly Drapers

Protection of important vegetation and habitats

Vegetation to be kept to be clearly demarcated as per arborist report. Weekly DrapersVegetation clearing to be kept to a minimum, no clearing to take place outside construction envelope. Weekly Drapers

Vegetation identified as potentially valuable habitat (e.g. hollow logs) may be stockpiled for use in erosion and sediment control works or in site rehabilitation. Cleared vegetation will also be re-‐used on-‐Site where possible. It will be stockpiled in appropriate areas prior to use. Possible uses include: chipping of material to use in composting and soil cover, or use in rehabilitation of previously disturbed areas within the Site. Weekly Drapers

General waste management

Waste stream identification

All waste streams to be identified and planned for. Monthly Drapers

Recycling and waste reduction

Waste separation on site, recycling contractors to be identified. Weekly DrapersRecycling of waste oil, cans, batteries, tires and concrete stockpiles. Weekly DrapersIdentify other waste reduction strategies and implement. Weekly Drapers

Chemicals and dangerous goods

Safe storage and use of hazardous materials

Ensure compliance with • AS 4452 The Storage and Handling of Toxic Substances; • AS 1940 The Storage and Handling of Flammable and Combustible Liquids; and • AS 3740 The Storage and Handling of Corrosive Substances.

Monthly DrapersMaterial Safety Data Sheets (MSDSs) of all chemicals used on-‐Site will be compiled in a register by the Construction Project Manager as well as records on the existing inventory, storage location, personnel training and disposal of waste instructions for all chemical and dangerous goods used on-‐Site. Monthly Drapers

Health and Safety

Health and safety procedures

Safety training will be implemented through both general site safety induction as well as area specific inductions. Weekly DrapersSignage on the roads approaching the Site entrances will be erected to warn other vehicles of entering and slow moving trucks in the area. Weekly DrapersAll vehicles driven within the site boundary are to have a prominent vehicle safety light displayed. Weekly DrapersContractor to submit a HSSE plan to be approved by ICD Monthly Drapers

Incidents and complaintsIncident reporting

All incidents to be recorded within 24 hours of occurrence Weekly DrapersImmediate action undertaken as soon as possible and within 24 hours of receipt of a complaint. Investigations completed within 7 days of receipt of a complaint. All corrective actions implemented by the due date. Weekly Drapers




Based on discussions with the EPA approved Environmental Auditor for the site, the agreed site specific soil reuse criteria adopted for the site will be based on depth below final finish level.

Depth Below Final Finish Level (m) Adopted Criteria

Soils with contaminant concentrations not exceeding NEPM 1999 (as amended 2013) EIL levels and HIL A /HSL A levels

0 to 1.0No unaesthetically (i.e. offensive to human senses) acceptable materials or particles of inert waste

Soils or engineered fill with contaminant concentrations not exceeding NEPM 1999 (as amended, 2013) HIL A/HSL A levels

1.0 to 3.0May be blended materials but must be aesthetically acceptable (i.e. not offensive to human senses).

Soils or engineered fill with contaminant concentrations not exceeding NEPM 1999 (as amended, 2013) HIL B/HSL B levelsMaterials may require management due to aesthetics such as engineered fill comprising concrete or limestone.

>3.0


AUDIT SUMMARY TABLE

Category Details

Auditor Mr Andrew Nunn

Auditor Account Number 75693

Term Appointment End Date 16/1/2001 to 25/6/2015

Auditor's Appointment Category Contaminated Land

Audit Type 53X

Date EPA Notified of Audit 7/7/2008 (original notification for the larger Fyansford Development Site)

8/10/14 (subsequent notification for Audit Areas 1B and 1C)

Audit Service Order Number 8002644

Person and Organisation requesting Audit

Mr Will Neething of Moltoni Corporation (original notification)

Mr Glen Dyke of Sinclair Brook (subsequent notification)

Relationship of Person Requesting Audit to Site

Development Project Manager (Sinclair Brook) on behalf of the site owner ICD Property

Date of Auditor Engagement 3/7/2008

Completion date of the audit 11/02/2015

Reason for Audit Environmental Audit Overlay

The site is proposed to be developed over several stages for residential use. This report addresses the stage of development referred to as Audit Area 1B and Audit Area 1C.

Audit Categorisation Risk

Environmental Segments Air, Land, Groundwater, Surface Water

Current Land Use Zoning General Residential

EPA Region South West

Municipality City of Greater Geelong

Dominant Lot on Plan Portion of Parcel 21 on Plan of Subdivision TP568016C, Volume 2181 Folio 086

Additional Lot on Plan(s) Portion of Parcel 22 on Plan of Subdivision TP523140E, Volume 2242 Folio 269

Portion of Parcel 23 on Plan of Subdivision TP569395K, Volume 2276 Folio 055

Site Premises name Former Australian Portland Cement Company/Adelaide Brighton Cement Company

Building/Complex sub‐unit No. NA

Street/Lot – Lower No.

Street/Lot – Upper no. 50

Street Name Hyland

Street Type Street

Street Suffix NA

Suburb Fyansford

Postcode 3221


GIS coordinate of site centroid

Latitude (GDA94) ‐38.139004

Longitude (GDA94) 144.314114

Site Area (in square metres) 13,000 (Audit Area 1B)

12,300 (Audit Area 1C)

Plan of site/premises showing the audit site boundary attached

Annexure 1 of the Statement of Environmental Audit

Plan of site/premises showing the audit site boundary attached in a spatial data format

Attached electronically

Members and Categories of Support Team Utilised

Nil

Further works or requirements Refer to conditions provided in the Statement of Environmental Audit

Nature and extent of continuing risk There is no continuing risk for the proposed residential development, provided the Site is maintained with regard to the Statement conditions.

Outcome of the audit Statement

Has EPA determined CUTEP at this site?

No

Has the Auditor determined CUTEP at this site?

Yes. EPA was notified that an Auditor Determined CUTEP would be completed at the site on 17th September 2014.

Has a GQRUZ been identified at the site/beyond the site by EPA?

Yes

Does NAPL remain at the site? No

Please indicate which of the Protected Beneficial Uses of Groundwater are precluded due to pollution

Groundwater at the site is impacted by several off‐site sources of contamination.

Protected Use Precluded?

Maintenance of Ecosystems No

Potable Water Supply (Desirable) NA

Potable Water Supply (Acceptable) NA

Potable Mineral Water Supply NA

Agriculture, Parks and Gardens Yes

Stock Watering Yes

Primary Contact Recreation Yes

Industrial Water Use Yes

Buildings and Structures Yes

Historical Land Use Approximately 100 years of cement manufacturing

Current Land Use Vacant

Proposed Future Land Use Low density residential

Surrounding Land Use ‐ North Vacant land comprising Audit Area 1D of the Gen Fyansford Development

Surrounding Land Use ‐ South Vacant land comprising Audit Area 1A of the Gen Fyansford Development followed by Stage 2


Surrounding Land Use ‐ East An Open Space area followed by Hyland Street

Surrounding Land Use ‐ West Vacant land comprising Audit Areas 1D and 1H of the Gen Fyansford Development

Proposed Land Use Zoning Residential

Nearest Surface Water Receptor Moorabool River

Nearest Surface Water Receptor ‐ Distance (m)

200 m

Nearest Surface Water Receptor ‐ Direction

West

Likely Point of Groundwater Discharge

Moorabool River

Site Aquifer Formation Quaternary Alluvium Aquifer

Groundwater Flow Direction Westerly

Groundwater TDS Range (mg/L) 2,400 to 8,000

Groundwater Segment B

Are there Multiple Aquifers Impacted by Pollution at the Site?

No

Perched Groundwater Depth ‐ Upper (metres below ground level (mBGL))

NA

Perched Groundwater Depth ‐ Lower (metres below ground level (mBGL))

NA

Regional Groundwater Depth ‐ Upper (mBGL)

6.012 ‐ 10.855

Regional Groundwater Depth ‐ Lower (mBGL))

21 – 37

Number of Bores Within 2km 43

Closest Extractive Use (Distance in m)

1700 (approximately)

Zone of Groundwater Plume Influence (m from site boundary)

Not defined – Offsite Source

Year Groundwater Last Monitored 2014

Have you Attached Electronic Copies of Current Groundwater Analytical Results Presented as a Summary Table

Yes

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Table of Contents List of Abbreviations ............................................................................................................................. vii

1. Introduction .................................................................................................................................. 1

1.1 Background Information .................................................................................................... 1

1.2 Guidance Documents ......................................................................................................... 2

1.3 Documents Reviewed ......................................................................................................... 3

1.4 Auditor Involvement .......................................................................................................... 4

2. Site Description ............................................................................................................................. 5

2.1 Current Status of the Site ................................................................................................... 5

2.2 Surrounding Land Use ........................................................................................................ 5

2.3 Geology and Hydrogeology ................................................................................................ 5

2.3.1 Geology and On‐site Soils ................................................................................... 5

2.3.2 Hydrogeology ...................................................................................................... 6

2.4 Groundwater Database Search .......................................................................................... 7

3. Site History Review ....................................................................................................................... 8

3.1 Cement Manufacturing Process ....................................................................................... 10

3.2 EPA Priority Sites Register ................................................................................................ 10

3.3 Issued Certificates/Statements of Environmental Audit .................................................. 10

3.3.1 Moorabool River Waterfront‐Fyansford, August 2001 (CARMS No: 45134‐1) . 10

3.4 Groundwater Quality Restricted Use Zone ...................................................................... 11

3.5 Potential for Site Contamination ...................................................................................... 11

3.6 Previous Investigations ..................................................................................................... 12

3.6.1 Former Geelong Cement Factory Additional Soil Investigation (September 2004) 12

3.7 Potential Off Site Sources of Contamination ................................................................... 13

3.8 Conclusion ........................................................................................................................ 13

3.9 Contaminant Transport Pathways and Mechanisms ....................................................... 13

3.10 Potential Receptors .......................................................................................................... 13

3.11 Conceptual Site Model ..................................................................................................... 13

4. Soil Assessment .......................................................................................................................... 14

4.1 Beneficial Uses ................................................................................................................. 14

4.2 Soil Guidelines .................................................................................................................. 15

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4.2.1 Ecological Screening Guidelines ........................................................................ 15

4.2.2 Human Health Guidelines ................................................................................. 15

4.2.3 Soil Guideline Summary .................................................................................... 16

4.2.3.1 Ecological .......................................................................................................... 16

4.2.3.2 Human Health ................................................................................................... 16

4.3 Soil Investigation .............................................................................................................. 18

4.3.1 Environmental Site Assessment (October 2014) .............................................. 18

4.3.1.1 Audit Area 1B .................................................................................................... 18

4.3.1.2 Audit Area 1C .................................................................................................... 18

4.3.1.3 Stockpile Sampling ............................................................................................ 19

4.3.1.4 Moltoni Deep Fill Reuse Area Investigation ...................................................... 20

4.3.2 Auditor Conclusion ............................................................................................ 21

4.3.3 Laboratory Analysis ........................................................................................... 22

4.3.4 Adequacy of Assessor’s Investigation Program ................................................ 22

4.4 Current Status of On‐Site Soils ......................................................................................... 23

4.5 Asbestos Containing Materials ......................................................................................... 23

4.6 Aesthetics of Site Soils ...................................................................................................... 24

4.7 Evaluation of Beneficial Uses ........................................................................................... 24

4.7.1 Maintenance of Modified Ecosystems and Maintenance of Highly Modified Ecosystems ....................................................................................................................... 24

4.7.2 Human Health ................................................................................................... 24

4.7.3 Aesthetics .......................................................................................................... 24

4.7.4 Buildings and Structures ................................................................................... 25

4.7.5 Production of Food, Flora and Fibre ................................................................. 25

4.8 Construction Environmental Management Plan (CEMP) ................................................. 25

5. Groundwater Assessment .......................................................................................................... 26

5.1 Beneficial Uses ................................................................................................................. 26

5.2 Adopted Screening Criteria .............................................................................................. 26

5.2.1 Maintenance of Ecosystems ............................................................................. 26

5.2.2 Mineral Water Supply ....................................................................................... 27

5.2.3 Agriculture, Parks and Gardens ........................................................................ 27

5.2.4 Stock Watering .................................................................................................. 27

5.2.5 Primary Contact Recreation .............................................................................. 27

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5.2.6 Industrial Water Use ......................................................................................... 27


5.3 Groundwater Investigations ............................................................................................. 27

5.4 Standing Water Levels ...................................................................................................... 28

5.5 Sampling and Analysis ...................................................................................................... 28

5.6 Discussion of Groundwater Monitoring Results .............................................................. 29

5.6.1 Chloride ............................................................................................................. 31

5.6.2 Nitrate ............................................................................................................... 31

5.6.3 Sodium .............................................................................................................. 31

5.6.4 Sulphate ............................................................................................................ 31

5.6.5 Hexavalent Chromium ...................................................................................... 31

5.6.6 Copper ............................................................................................................... 32

5.6.7 Nickel................................................................................................................. 32

5.6.8 Zinc .................................................................................................................... 32

5.6.9 Other Analytes .................................................................................................. 33

5.7 Assessment of Risks to Beneficial Uses of Groundwater ................................................. 33

5.7.1 Maintenance of Ecosystems ............................................................................. 33

5.7.2 Agriculture, Parks and Gardens ........................................................................ 33

5.7.3 Stock Watering .................................................................................................. 34

5.7.4 Industrial Water Use ......................................................................................... 34

5.7.5 Primary Contact Recreation .............................................................................. 34


6. Clean up to the Extent Practicable (CUTEP) Determination ....................................................... 36

6.1 The Site is Not the Source of Pollution ............................................................................. 36

6.2 Beneficial Uses of Groundwater are not Relevant ........................................................... 36

6.3 Practicability Assessment of Polluted Groundwater Clean Up ........................................ 37

6.4 LNAPL is not Present at the Site ....................................................................................... 40

6.5 Precluded Beneficial Uses ................................................................................................ 40

6.6 Extent of Groundwater Quality Restricted Use Zone (GQRUZ) ........................................ 40

6.7 Management of Polluted Groundwater ........................................................................... 40

6.1 Auditor Determined CUTEP Conclusions .......................................................................... 40

7. Data Quality Objectives .............................................................................................................. 42

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8. Quality Assurance/Quality Control ............................................................................................. 44

8.1 Conclusions on QA/QC ..................................................................................................... 44

9. Audit Conclusions ....................................................................................................................... 49

9.1 Site History ....................................................................................................................... 49

9.2 Data Quality ...................................................................................................................... 49

9.3 Soil Assessment ................................................................................................................ 49

9.4 Current Status of On Site Soils ......................................................................................... 49

9.5 Asbestos Containing Materials ......................................................................................... 50

9.6 Risks to Beneficial Uses of Land ....................................................................................... 50

9.6.1 Maintenance of Modified Ecosystems and Maintenance of Highly Modified Ecosystems ....................................................................................................................... 50

9.6.2 Human Health ................................................................................................... 50


9.6.4 Aesthetics .......................................................................................................... 51

9.6.5 Production of Food, Flora and Fibre ................................................................. 51

9.7 Risks to Beneficial Uses of Groundwater ......................................................................... 51

9.8 Auditor Determined CUTEP .............................................................................................. 52

9.9 Air Quality ......................................................................................................................... 53

9.10 Surface Water Quality ...................................................................................................... 53

9.11 Geotechnical Issues .......................................................................................................... 53

9.12 Summary of Conclusions .................................................................................................. 53

10. References .................................................................................................................................. 55

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Tables

Table 1 ‐ Summary of Audit Information ................................................................................................ 1

Table 2 ‐ Potential Areas of Concern .................................................................................................... 11

Table 3 ‐ Protected Beneficial Uses of Land ......................................................................................... 14

Table 4 ‐ Auditor Soil Screening Criteria (mg/kg) ................................................................................. 17

Table 5 ‐ Summary of Stockpiled Materials .......................................................................................... 19

Table 6 ‐ Summary of Laboratory Analysis ........................................................................................... 22

Table 7– Groundwater Beneficial Use Segments.................................................................................. 26

Table 8 – Groundwater Beneficial Use Segments ................................................................................. 28

Table 9 ‐ Summary Table of Most Recent Round of Groundwater Monitoring Results ....................... 30

Table 10 ‐ Likelihood of Beneficial Uses Being Realised ....................................................................... 36

Table 11 ‐ Likelihood of Beneficial Uses Being Realised ....................................................................... 39

Table 12 ‐ Precluded Beneficial Use Summary Table ............................................................................ 40

Table 13 ‐ Review of QA/QC ................................................................................................................. 45

Table 14 ‐ Groundwater Beneficial Use Summary ................................................................................ 51

Figures

Figure 1 – Site Location Plan

Figure 2 – Site Layout Audit Area

Figure 3 – Audit Area 1C Layout

Figure 4 – Historical Structures Audit Area 1B

Figure 5 – Historical Structures Audit Area 1C

Figure 6 – GQRUZ Zone

Figure 7 – GHD and ERM Sampling Locations

Figure 8 – Audit Area 1B Sampling Locations

Figure 9 – Audit Area 1C Sampling Locations

Figure 10 – GW Monitoring Well Locations

Figure 11 – GW Monitoring Well Locations

Figure 12 – Groundwater Flow Direction

Figure 13 – Conceptual Site Model

Figure 14 – Nitrate Plume Distribution

Figure 15 – Hexavalent Chromium Plume Distribution

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Attachments

Tables

Attachment A ‐ Certificate of Title

Attachment B ‐ Proposed Development Plan

Attachment C ‐ ERM (2004) Additional Soil Investigations

Attachment D ‐ WSP (2010) Assessment of Suitability of CSTP Stockpiles Against NEPM for Deep Fill Materials

Attachment E ‐ ESG (October 2010) Assessment of Suitability of Limestone Fill Stockpile Materials for use as FIll Materials

Attachment F ‐ ESG (7 March 2014)Historical Summary Report, Fyansford Development

Attachment G ‐ ESG (21 March 2014) Summary of Imported Fill, Fyansford Green

Attachment H ‐ ESG (13 October 2014) Audit Area 1B Environmental Site Assessment

Attachment I ‐ ESG (13 October 2014) Audit Area 1C Environmental Site Assessment

Attachment J ‐ Auditor Correspondence to EPA Regarding Proposed Deep Fill Area

Attachment K ‐ ESG (January 2015) Construction Environmental Management Plan (CEMP) Version 3.1

©JBS&G Australia Pty Ltd | SGM081577 RP02 Audit Report – Rev 0 vii

List of Abbreviations

AHD Australian Height Datum ALS Australian Laboratory Services ANZECC Australian and New Zealand Environment and Conservation Council AS Australian Standards ASC NEPM National Environment Protection (Assessment of Site Contamination) Measure 1999 as

amended 2013 B(a)P Benzo(a)pyrene BTEX Benzene, Toluene, Ethylbenzene & Xylenes (Monocyclic Aromatic Hydrocarbons) COC Chain of Custody CoT Certificate of Title DO Dissolved Oxygen EC Electrical Conductivity EIL Ecological Investigation Level EPA Environment Protection Authority Victoria Ha Hectare km Kilometres m Metres MAH Monocyclic Aromatic Hydrocarbons Mercury Inorganic mercury unless noted otherwise Metals typically As: Arsenic, Cd: Cadmium, Cr: Chromium, Cu: Copper, Ni: Nickel, Pb: Lead, Zn:

Zinc, Hg: Mercury mg/kg Milligrams per Kilogram mg/L Milligrams per Litre m BGL Metres below ground level MGT MGT Environmental Consulting NATA National Association of Testing Authorities NC Not Calculated ND Not Detected NEPM National Environment Protection (Assessment of Site Contamination) Measure 1999 NHMRC National Health and Medical Research Council OCPs Organochlorine Pesticides PAHs Polycyclic Aromatic Hydrocarbons PCBs Polychlorinated Biphenyls PID Photoionisation Detector PQL Practical Quantitation Limit pH a measure of acidity, hydrogen ion activity QA/QC Quality Assurance/Quality Control RAP Remediation Action Plan RPD Relative Percent Difference SVOCs Semi Volatile Organic Compounds TDS Total Dissolved Solids TPH Total Petroleum Hydrocarbons TRH Total Recoverable Hydrocarbons UST/AST Underground/Aboveground Storage Tank VOCs Volatile Organic Compounds µg/L Micrograms per Litre

©JBS&G Australia Pty Ltd | SGM081577 RP02 Audit Report – Rev 0 1

1. Introduction

1.1 Background Information

Mr Andrew Nunn is an appointed Environmental Auditor under Section 53(S) of the Environment Protection Act 1970 and was requested to undertake an environmental audit of a portion of the Gen Fyansford Development known as Audit Area 1B and Audit Area 1C. The site was historically occupied by the Fyansford Cement Works and is located at 50 Hyland Street, Fyansford Victoria. A site location plan is provided as Figure 1 of this report.

A statutory environmental audit was required to be completed in accordance with Part IXD of the Environment Protection Act 1970 in order to comply with Planning Conditions issued by the City of Greater Geelong which indicate that the site is subject to an Environmental Audit Overlay (EAO).

The report was completed in accordance with the guidelines issued by the EPA for the environmental audit of contaminated sites as provided in Section 1.2 of this report.

The site subject to audit comprises an area of approximately 2.53 hectares and is described by the following:

Portion of Parcel 21 on Plan of Subdivision TP568016C, Certificate of Title Volume 2181 Folio 086;

Portion of Parcel 22 on Plan of Subdivision TP523140E, Certificate of Title Volume 2242 Folio 269; and

Portion of Parcel 23 on Plan of Subdivision TP569395K, Certificate of Title Volume 2276 Folio 055.

Copies of the Certificates of Title and surveyed plans of the site boundaries are provided in Attachment A.

The site is proposed to be developed for low density residential land use. A plan of the proposed development is provided in Attachment B.

This report details the outcome of the environmental audit of the subject site. Relevant details associated with the audit are presented in Table 1. The site layout is shown as Figure 2 and 3.

Table 1 ‐ Summary of Audit Information Category Details

Name of Auditor Mr Andrew Nunn

Term of Appointment 16/1/2001 to 25/6/2015

Person and Organisation requesting Audit Mr Will Neething of Moltoni Corporation (Original Notification) Mr Glen Dyke of Sinclair Brook (Subsequent Notification for Audit Areas 1B & 1C)

Date Environmental Audit Requested 3 July 2008

Certificate of Title/Property Description

Portion of Parcel 21 on Plan of Subdivision TP568016C, Certificate of Title Volume 2181 Folio 086; Portion of Parcel 22 on Plan of Subdivision TP523140E, Certificate of Title Volume 2242 Folio 269; and Portion of Parcel 23 on Plan of Subdivision TP569395K, Certificate of Title Volume 2276 Folio 055.

Site Area Approximately 1.3 hectares (Audit Area 1B) Approximately 1.23 hectares (Audit Area 1C)

Current Site Zoning General Residential

Local Government Authority City of Greater Geelong

Current Site Owner Fyansford East Pty Ltd

Current Site Use Vacant

Completion Date of Audit 11 February 2015


1.2 Guidance Documents

The following published guidelines and standards were considered during the environmental audit of the subject site:

Australian & New Zealand Environment & Conservation Council (1992). Australian Water Quality Guidelines for Fresh and Marine Waters. National Water Quality Management Strategy.

Australian & New Zealand Environment & Conservation Council and Agriculture & Resource Management Council of Australia and New Zealand (2000). Australian and New Zealand Guidelines for Fresh and Marine Water Quality. National Water Quality Management Strategy.

Canadian Council of Ministers of the Environment. Canadian Environmental Quality Guidelines. http://www.ccme.ca/en/resources/canadian_environmental_quality_guidelines/index.html

EPAV (2000). Groundwater Sampling Guidelines. Publication 699, April 2000.

EPAV (2006). Hydrogeological Assessment (Groundwater Quality) Guidelines. Publication 668, September 2006.

EPAV (2009). Environment Protection (Industrial Waste Resource) Regulations 2009. EPA Publication IWRG700 ‐ June 2009.

EPAV (2009). Industrial Waste Resource Guidelines. Soil Hazard Characterisation and Management. EPA Publication IWRG621 ‐ June 2009.

EPAV (2009). Industrial Waste Resource Guidelines. Soil Sampling. EPA Publication IWRG702 ‐ June 2009.

EPAV (2009). Industrial Waste Resource Guidelines. Sampling and Analysis of Waters, Wastewaters, Soils and Wastes. EPA Publication IWRG701 ‐ June 2009.

EPAV (2012). Environmental Auditor Guidelines, Provision of Environmental Auditor Reports, Certificates and Statements. EPA Publication 1147.1, December 2012..

EPAV (2014). Environmental Auditor (Contaminated Land) Guidelines for Issue of Certificates and Statements of Environmental Audit, Publication 759.2, February 2014.

MHSPE, (2008). Soil Remediation Circular 2006 as Amended 1st October 2008, Ministry of Housing, Spatial Planning and Environment.

National Environment Protection Council (2013). National Environment Protection (Assessment of Site Contamination) Measure 1999, as amended 2013.

National Health and Medical Research Council (2008) Guidelines for Managing Risks In Recreational Water.

National Health and Medical Research Council and Natural Resource Management Ministerial Council (2013). Australian Drinking Water Guidelines 6 2011 Version 2.0 Updated December 2013. National Water Quality Management Strategy.

Standards Australia (2005). Australian Standard, Guide to the sampling and investigation of potentially contaminated soil, Part 1: Non‐volatile and semi‐volatile compounds. AS4482.1 ‐ 2005.


Standards Australia, (1999). Australian Standard, Guide to the sampling and investigation of potentially contaminated soil. AS4482.1 – 1997, Part 2: Volatile Substances. AS4482.2 – 1999.

Victorian Government, (1997). State Environment Protection Policy (Groundwaters of Victoria). Victorian Government Gazette No. S160 17 December 1997.

Victorian Government, (2002). State Environmental Protection Policy (Prevention and Management of Contamination of Land). Victorian Government Gazette No. S95 4 June 2002.

Victorian Government, (2003). State Environment Protection Policy (Waters of Victoria). Victorian Government Gazette No. S107 Wednesday 4th June 2003.

Victorian Government (2009). Environment Protection (Industrial Waste Resource) Regulations 2009.

World Health Organisation (2008) Petroleum Products in Drinking Water, Background Document for Development of WHO Guidelines for Drinking‐Water Quality (WHO/SDE/WSH/05.08/123).

1.3 Documents Reviewed

The primary documents reviewed for the purposes of this audit were as follows:

GHD Pty Ltd (November 1999). Geelong Cement, Factory Closure, Draft Report on the Environmental Investigation of the Works Area. It is noted that the copy of the report provided to the Auditor was incomplete and was missing NATA Laboratory Reports and Borelogs and many pages of the assessment report. This report has been reviewed by the Auditor however is not attached because the investigations did not include Audit Area 1B and 1C.

GHD Pty Ltd (May 2001). Geelong Cement, Cement Works, Report on Factory Closure ‐ Hydrogeological Investigations. . This report has been reviewed by the Auditor however is not attached because the investigations did not include Audit Areas 1B and 1C.

Lane Consulting (July 2001). Auditor's Review Report. Factory Closure Fyansford for Geelong Cement. Ref: 272rep01a.doc. This report was prepared by Anthony Lane at the request of the client (Geelong Cement) to determine whether the larger cement manufacturing site could be made suitable for residential purposes. The Auditor has reviewed this report, however, the findings and conclusions of the report do not specifically relate to Audit Areas 1B and 1C and therefore this report is not attached.

Environmental Resources Management (ERM) Australia (September 2004). Draft Former Geelong Cement Factory, Additional Soil Investigation. Reference 0012907R01. A complete copy of this report is attached as Attachment C.

WSP Environment and Energy (May 2010). Part 2 Assessment of Suitability of CSTP Stockpiles Against NEPM for Deep Fill Materials. A complete copy of this report is attached as Attachment D.

Environmental Strategies Global Ltd (October 2010). Assessment of the Suitability of Limestone Fill Stockpile Materials. A complete copy of this report is attached as Attachment E.

Environmental Strategies Global Ltd (7 March 2014). Historical Summary Report, Fyansford Development, Fyansford, Victoria. A complete copy of this report is attached as Attachment F.


Environmental Strategies Global Ltd (21 March 2014). Summary of Imported Fill, Fyansford Green, Fyansford, Victoria. . A complete copy of this report is attached as Attachment G.

Environmental Strategies Global Ltd (13 October 2014). Audit Area 1B Environmental Site Assessment, Fyansford Development, Fyansford, Victoria. . A complete copy of this report is attached as Attachment H.

Environmental Strategies Global Ltd (13 October 2014). Audit Area 1C Environmental Site Assessment, Fyansford Development, Fyansford, Victoria. . A complete copy of this report is attached as Attachment I.

1.4 Auditor Involvement

The Auditor was involved in the following activities:

Review site history and previous investigations relating to the site, provided by the site consultants.

Reviewed data relating to the proposed reuse of site derived soils;

Review of the various site investigation data to gain an understanding of the environmental condition of the site and to identify potential data gaps and the requirement for additional information and/or investigations.

Review of various site consultant work plans.

Review of the Construction Environmental Management Plan (CEMP).

Undertaken a number of site inspections over the period 2008 to 2010 and 2013 to 2015 to review the works undertaken at the site and to inspect soil and groundwater sampling procedures adopted by WSP and ESG.

In accordance with Section 53X (d) of the Environment Protection Act (1970), provide an environmental audit report on the condition of the Site; and

Determine whether a Certificate of Environmental Audit (Certificate) or Statement of Environmental Audit (Statement) should be issued.


2. Site Description

2.1 Current Status of the Site

The Gen Fyansford Development site is located approximately 4.5 km west of the Geelong Town Centre. The area of the Gen Fyansford Development comprises approximately 115.46 hectares.

The site comprises the former Australian Portland Cement Company Ltd/Adelaide Brighton Cement Co Ltd cement manufacturing works site situated at 50 Hyland Street, Fyansford, Victoria. A plan of the Audit Area 1B & 1C site including historical structures is provided as Figure 4 and Figure 5 of this report.

It is understood that with the exception of the building and structure foundations, no major below ground facilities (including below ground fuel storage tanks, pits, sumps or waste treatment containment facilities) have been identified within the Audit Area 1B and 1C sites.

Audit Areas 1B and 1C are located within the central portion of the larger Gen Fyansford development site to the north of Hyland Street and East of the Moorabool River. The site comprises unsealed vacant land, several stockpiles of clean fill and limestone (SP1, SP2, SP3 SP4, SP5, SP6, SP11 (south), SP13, SP14, SP15, SP16 and SP17) comprising a total volume of approximately 26,670 m3 are located across the site.

The site is subject to an Environmental Audit Overlay (EAO) which has been triggered as part of a proposed low density residential development.

2.2 Surrounding Land Use

The site is bounded by the following land uses:

2.3 Geology and Hydrogeology

North Vacant land comprising Audit Area 1D of the Gen Fyansford Development.

South Vacant land comprising Audit Area 1A of the Gen Fyansford Development followed by Stage 2.

East An Open Space Area followed by Hyland Street

West Vacant land comprising Audit Areas 1E and 1H of the Gen Fyansford

2.3.1 Geology and On‐site Soils

The Geelong 1:63,360 geological map sheet indicates that the site is underlain by Quaternary alluvial gravels, sands and silts. The alluvial sediments have been characterised into two distinct lithological units as follows:

Quaternary aged sediments (Q3) ‐ comprising sands, silts and gravels representing high level river terraces and alluvium deposited following drainage (Moorabool River) damming by lava flows, which occur at the site as rounded and sub‐rounded quartz‐feldspar gravels with silt and sand; and

Recent deposits (R2) ‐ river alluvial deposits, which occur at the site as silty clays.

In some areas these Quaternary sediments unconformably overly a thin sequence of calcareous and limestone sands of Tertiary age termed the Moorabool Viaduct Sand, although this has not been identified in the investigation area. The Moorabool Viaduct Sand in turn unconformably overly the Newport Silt (Fyansford Formation) comprising calcareous clays and marls, which are known locally as Fyansford Clays near Orphanage Hill.


The Fyansford Formation outcrops extensively along the Moorabool River banks and is exposed along Hyland Street cutting where it has been uplifted by movement along the north‐south orientated Lovely Banks Monocline, of which the southern‐most points axis is less than 500 m to the east of the site. The Fyansford Formation and Moorabool Viaduct Sand are overlain by the Quaternary age Newer Volcanics basalt, which occurs immediately west of the Moorabool River and on the top of Herne Hill.

The geomorphic evolution in the immediate area of the site was controlled by the Lovely Banks Monocline and the basalt flow to the west of the site. The flow(s) blocked the Moorabool River and recent activity along the Lovely Banks Monocline has resulted in the Moorabool River reactivation and cutting the deep valley present at the site today.

The soil profile encountered during investigations of the site undertaken by ESG is generally consistent with the regional geology. The upper profile comprised disturbed fill soils consisting of a combination of clayey silt, limestone sand, silty sand, clay and silt with inclusions of concrete fragments, gravel and sand to a depth of approximately 4.1 m below ground surface.

Natural underlying soils comprised silty clays and clays to a depth of approximately 7.0 metres below ground surface.

2.3.2 Hydrogeology

The uppermost groundwater aquifer present in the vicinity of the site is the unconfined Quaternary Alluvium Aquifer which comprises the Recent deposits (R2) and Quaternary sediments (Q3). Quaternary sediments (Q3) are derived from high level alluvium deposits comprising outwash sand, gravel and clay and were the predominant unit encountered at the site. More recent deposits (R2) are present in the lower reaches of the Moorabool River valley and are comprised of sand, gravel and clay and in places, swamp deposits. The R2 unit was not encountered during investigations of the Audit Area 1B and 1C sites.

Two distinct lithologies were encountered during the drilling of the Q3 unit: the first comprising silty/clay to clayey silt; and, the second comprising gravel to clayey gravel.

Gravelly sediments within the Q3 unit appear to directly overly the Fyansford Formation. The Q3 gravels are not uniformly present across the site and do not have a uniform thickness. The Q3 unit thickness ranges between 0.5 and 5 m and in some locations is present as sands rather than gravels. The measured watertable occurred within or on top of the Q3 gravels (where present), therefore the Q3 gravels are likely to represent an unconfined aquifer.

The Quaternary Alluvium Aquifer was underlain by a less permeable, calcareous clay (marl) unit. The marl unit, which is part of the Fyansford Formation is considered to act as an aquitard. Measured groundwater levels indicate this unit is likely to be confined or semi‐confined. Based on the site investigations it appears that the Fyansford Formation was encountered at depths between 8 and 14 m below ground surface. The Fyansford Formation was not encountered in investigations within Audit Area 1B and 1C due to the depth of the investigations.

As part of the groundwater investigation works, a total of nine groundwater monitoring wells were installed across the Audit Area 1B and 1C site (MW109,MW206, MW212, MW215, MW220, MW221, MW222, MW223 and MW225). The shallow aquifer encountered on site and investigated as part of the hydrogeological assessment was situated at between 6.012 and 10.855 m below the current ground surface within the Quaternary Alluvium Aquifer.

The groundwater level contours and inferred groundwater flow direction were developed based on the results of gauging data from a number of rounds of monitoring. The standing water levels in the wells were reduced to the Australian Height Datum (AHD) levels to allow for the assessment of the groundwater flow direction and hydraulic gradient across the site. The inferred direction of


groundwater flow was in a westerly direction towards the adjacent Moorabool River which is located approximately 200 m west of Audit Area 1B and 1C.

The water table through the investigation area is essentially flat. Although the depth of the Moorabool River in this area is not known, based on river water level measurements (1.5 m AHD in June 2014) and given that there will be some degree of sub‐river bed flow, it appears likely that the groundwater beneath the site and the Moorabool River systems are connected.

The hydraulic gradient was variable across the site with an approximate average of 0.006 m/m.

Various assessment consultants undertook hydraulic conductivity testing (slug testing) for a number of groundwater monitoring wells across the Development wide monitoring network in 2001 (GHD) and November 2013 (ES). The hydraulic conductivity results were reported to range between 2.59 x 10‐8 and 1.2 x 10‐5 m/sec. The results indicate that the lowest hydraulic conductivities were reported for wells screened within the Fyansford Formation and the highest hydraulic conductivities were reported for wells screened with the Q3 formation.

Piper plots of major ion data indicate that the groundwater is sodium‐chloride type dominated, although an anionic trend toward higher sulphate compositions was noted. Generally, groundwater collected from wells screened in the Fyansford Formation are strongly sodium‐chloride dominant.

2.4 Groundwater Database Search

A search of the Victorian Department of Environment and Primary Industries groundwater bore database was undertaken by ESG as part of the current investigations which identified a total of 43 groundwater wells within a 2 km radius of the site. Of these, 31 wells were registered for non‐groundwater purposes, 6 wells were registered for investigation purposes and 1 well was registered for domestic or stock watering purposes. The use of the remaining 5 wells was not reported.

There are no registered groundwater wells occurring down gradient of the site.

The depth to groundwater in the vicinity of the site was reported to be generally between 8.629 and 12.950 m and the wells were installed to depths of between 6 and 10 m. No further information regarding groundwater quality was available.

The closest registered groundwater well to the site with a known use (domestic and stock) is located approximately 1.72 km north. This well is located up‐hydraulic gradient of the site and has a reported total depth of 39.01 m, therefore is likely to be screened within a deeper aquifer.

The total depth of the wells installed in the vicinity of the site was between 6.7 and 37.5 metres. No further information regarding groundwater quality was available.


3. Site History Review

The site history review undertaken by ESG included:

a review of site and operational plan documentation;

a review of historical aerial photographs between 1947 and 2011;

a review of historical photographs of the site structures;

a historical Title search;

a review of local Council information;

a review of local site history including "A Journey to Destiny 1890 to 1990, 100 Years of Cement Manufacturing at Fyansford" by John McNeil.

a review of previous investigations undertaken at the site and available site history information which included interviews with persons previously employed at the site;

a review of issued Certificates and Statements of Environmental Audit completed in the vicinity of the site;

The key findings of the review of information relevant to the northern side of Hyland Street in the vicinity of Audit Area 1B and 1C are summarised as follows:

In 1890, the Australian Portland Cement Company Ltd constructed a small cement manufacturing factory on the south side of Hyland Street. The factory consisted of a series of six small vertical kilns installed along the side of the Herne Hill escarpment, leading to a single chimney stack. Limestone was delivered to the factory from the Batesford Quarry, located approximately 3 km to the north west, by horse‐drawn wagons.

In 1924, the new plant began construction on the north side of Hyland Street (current vicinity of Audit Areas 1B and 1C) and a fourth rotary kiln was installed. Three rotary kilns were installed between 1912 and 1922 on the southern side of Hyland Street (off‐site).

Between 1921 to 1925 the works were modernised, and in order to supply all kilns with limestone a narrow gauge rail line was constructed from the Batesford Quarry to the new cement plant. The railroad was initially operated using coal‐fired steam engines.

The land to the north of Hyland Street (current vicinity of Audit Areas 1B and 1C) was mainly used as the railway loop, for receiving limestone from Batesford Quarry. The aerial ropeway for delivery of limestone was abandoned in 1924.

The No.5 Kiln was commissioned on the northern side of Hyland Street in 1957.

Diesel electric rail units were introduced in 1957 replacing the coal‐fired engines.

Kiln No.6 was commissioned in 1958 on the northern side of Hyland Street.

During the 1960's, excess limestone was stockpiled in the area inside the rail loop and a below ground stockpile feed conveyor was constructed beneath the limestone stockpile to increase delivery speed to the cement works. The western stockpile comprised a premium grade limestone. A second lower grade limestone stockpile was constructed on the eastern side of the storage area in the mid 1970s.

The initial test‐firings of Kiln No.4 using fuel oil, as an alternative to coal, were conducted in 1963. During this time, Kiln No.7 was also commissioned on the northern side of Hyland Street.


In 1967, Kiln No.8 (the final kiln to be installed) had been commissioned on the northern side of Hyland Street and was producing cement clinker. Also during this time, an overland conveyor belt system was commissioned for the direct delivery of limestone to the cement works from the quarry. The rail‐line was made redundant.

In 1970, all kilns were operating on fuel oil, stored in a large tank adjacent to Kiln No.8, although the power station remained coal‐fired. The railway line was removed and the limestone stockpiles increased in size.

The first kiln was converted to natural gas in 1972. The entire factory, including the power station and boiler were also converted to gas the following year.

The cement works was acquired by Adelaide Brighton Cement Co Ltd in 1975 and the brand name was changed to Geelong Cement.

In 1983, the gas fired power station was closed in favour of direct electricity supply from the then State Electricity Commission of Victoria (SECV) grid.

Geelong cement works (operated by Adelaide Brighton Cement) was closed in 2001 and an initial stage of demolition/deconstruction works was tendered to Moltoni Demolition Pty Ltd (Perth).

During the period 2004 to 2010, above ground structure removal/demolition was undertaken, environmental site assessments and partial level 1 geotechnical and environmental reinstatement of the main factory area was undertaken as part of the site redevelopment by Moltoni Corporation.

In 2010, rehabilitation works were suspended due to financial constraints and the land has remained vacant until the present time.

The following historical structures and activities were identified to have taken place within or in the immediate vicinity of Audit Area 1B:

Gypsum storage (south west);

Clinker storage (south);

Cement milling (south);

Motor house and separators (off‐site to the south west in the reserve area);

Material storage and handling bins, likely to include bauxite and iron ore (south);

Limestone crushers (west);

Fly ash silo (south east); and

Railway line and crane (north and west).

The following historical structures and activities were identified to have taken place within or in the immediate vicinity of Audit Area 1C:

Sub‐Station G (south east);

Western section of the locomotive shed (south east);

Railway line (south east);

Limestone stacker and reclaimer (north and west);

Limestone storage (west).

In addition, a former oil and drum storage area was located on the adjacent Audit Area 1D, however a small portion may have been located along the central portion of the northern boundary of both Audit Area 1B and 1C.


Figures 4 and 5 depict the locations of historical structures present on Audit Areas 1B and 1C.

3.1 Cement Manufacturing Process

The cement manufacturing process undertaken at the site was described by GHD (1999) and is briefly summarised as follows:

Limestone was supplied via an overhead conveyor from the Batesford Quarry located approximately 6 km west of the former cement works.

Limestone was blended with iron oxide and bauxite and the mixture was ground to a slurry through the addition of water.

The slurry was homogenised and fed into a rotary kiln. Within the kiln the slurry was progressively dried by gradually increasing flame temperatures as it passed along the length of the kiln.

During the firing process, the limestone slurry was converted to clinker.

After leaving the kiln, the clinker was cooled and then crushed with gypsum (calcium sulphate) in the cement mill to form cement.

Pre‐calcinated limestone, also known as kiln dust, was a by‐product of the cement manufacturing process.

3.2 EPA Priority Sites Register

The Auditor conducted a review of the EPA Victoria Priority Sites Register for the subject property on 4 February 2015. The search results indicated that the site is not listed on the Register and no sites have been listed in the proximity of the site.

3.3 Issued Certificates/Statements of Environmental Audit

The Auditor undertook a review of the only site that has been issued with a Certificate or Statement of Environmental Audit within the Fyansford area. A summary of the pertinent findings are summarised below.

3.3.1 Moorabool River Waterfront‐Fyansford, August 2001 (CARMS No: 45134‐1)

This Audit was completed by Mr Anthony Lane for a strip of property comprising 1.47 hectares, located adjacent to the Moorabool River bank and appears to coincide with a portion of a proposed Land Subject to Inundation (LSIO) Area of the Gen Fyansford Development.

Investigations undertaken across the site reported concentrations of arsenic (up to 38 mg/kg), copper (up to 500 mg/kg), mercury (up to 1.2 mg/kg), nickel (up to 75 mg/kg) and zinc (up to 490 mg/kg) exceeding the NEPM EILs for a number of soil samples collected across the site.

A groundwater investigation was not undertaken for this portion of the site, however Mr Lane reviewed the groundwater investigations undertaken up‐gradient of the site (current LSIO Area) which indicated that concentrations of nickel (0.044 mg/L) and cobalt (0.011 mg/L) exceeded the adopted Ecosystem Protection Screening values.

The Auditor concluded that based on the information available, the groundwater at the site was not contaminated to an extent that would restrict the beneficial uses of the land and that the site is not a source of groundwater contamination off‐site.

A Statement of Environmental Audit was issued for the site which indicated that the site was suitable for residential, parks and reserves, agriculture, recreation/open space, commercial and industrial uses. No conditions were included in the Statement of Environmental Audit.


3.4 Groundwater Quality Restricted Use Zone

The larger former cement works site has been identified as a Groundwater Quality Restricted Use Zone (GQRUZ) by EPA (Figure 6), as part of an EPA CUTEP determination outcome for source site Audit Area 1A (3 February 2015). Therefore Audit Area 1B and 1C are both located within the GQRUZ boundary.

3.5 Potential for Site Contamination

Audit Area 1B consisted of the limestone crushing, raw material and clinker storage and cement milling operations which were located to the east of the main factory area on the northern side of Hyland Street.

Audit Area 1C consisted of storage areas for raw materials.

Associated cement manufacturing processes on‐site included the storage/handling of various high and low grade materials including: limestone, bauxite, iron ore and gypsum, clinker and cement handling and processing facilities and limestone rail facilities.

Several areas of concern were identified during the various assessments undertaken at the site. These are summarised in Table 2 below.

Table 2 ‐ Potential Areas of Concern Areas Potential Contaminating Activity Chemicals of Potential Concern

Audit Area 1B

Limestone delivery railway Limestone handling Spillage of lube oils from diesel engines Coal and coal ash

pH, TPH, PAH, heavy metals and PCBs

Limestone/cement handling Limestone and cement clinker pH, heavy metals, sulphates

Clinker Storage Cement clinker Metals, pH, PAH and sulphates

Ancillary material handling (bauxite, iron ore and gypsum)

Storage of raw materials Heavy metals, sulphate (gypsum) and aesthetically unsuitable materials.

Limestone crusher Maintenance of equipment and handling of limestone

pH, TPH, heavy metals

Fill material Fill material from unknown sources pH, heavy metals, TPH, PAH, PCB, VOC, BTEX and asbestos

Motor house and grinding department

Maintenance of equipment and handling of limestone

pH, TPH and heavy metals

Portion of the Oil and Drum Storage Area

Fuel oil and lubricants Metals, TPH and PAH

Audit Area 1C

Limestone delivery railway Limestone handling Spillage of lube oils from diesel engines Coal and coal ash


Limestone/cement handling Limestone and cement clinker pH, heavy metals, sulphates

Ancillary material handling (bauxite, iron ore and gypsum)

Storage of raw materials Heavy metals, sulphate (gypsum) and aesthetically unsuitable materials.

Limestone Stacker/Reclaimer and conveyor


pH, TPH, heavy metals

Fill material Fill material from unknown sources pH, heavy metals, TPH, PAH, PCB, VOC, BTEX and asbestos

Locomotive shed Lube oils, diesel engines, coal and coal ash


Limestone stacker, motor house and grinding department, overland conveyor


pH, TPH and heavy metals

Iron oxide and bauxite storage in raw material storage

Storage of Bauxite and Iron Oxide Metals and sulphates

Portion of the Oil and Drum Storage Area

Fuel oil and lubricants Metals, TPH and PAH

Substations Transformer oils and maintenance PCB, TRH, PAH and asbestos


The Auditor concurs with the major potential sources of contamination provided by ESG. It is also noted that the soil investigation undertaken at the site included the analysis of a broad range of organic and inorganic contaminants which discounted a range of potential industrial contaminants.

3.6 Previous Investigations

A number of previous investigations were undertaken over the period November 1999 to December 2004 by GHD and ERM to ascertain remediation options for the larger development site prior to demolition works. The results of the investigations undertaken are summarised in this section, however it is noted that subsequent to these investigations (between 2008 and 2010), Moltoni Corporation undertook demolition of above and underground structures. In addition, approximately 100,000 m3 of clean fill material was imported and used across the larger development site to raise the surface levels of the site, however the exact volume used in Audit Areas 1B and 1C was not reported and is not known with any degree of accuracy. However, soil borelogs prepared by ESG indicate that between 1.0 and 4.1 metres of clean fill materials have been placed over the site subsequent to the investigations undertaken by GHD and ERM. Therefore the results summarised below do not pertain to the final condition of the site soils, however provide an indication of the condition of the site prior to redevelopment works and also identify potential sources of contamination requiring further consideration.

3.6.1 Former Geelong Cement Factory Additional Soil Investigation (September 2004)

ERM summarised all available GHD results and provided a plan with GHD sampling locations as part of the additional investigations undertaken at the site. It appears that GHD undertook additional sampling as part of their initial environmental investigations because ERM have referred to a GHD report dated 2001 and additional sampling locations were identified within Audit Areas 1B and 1C. It is noted that an earlier draft version (November 1999) of the GHD report, was provided to the Auditor for review, however this report was missing most of the appendices including borelogs and laboratory certificates of analysis and therefore the results of this investigation could not be verified and therefore have been considered on a qualitative basis only.

A plan of the GHD sampling locations is provided as Figure 7 of this report.

According to the information provided by ERM, five boreholes (GHDBH10, GHDBH11, GHDBH12, GHDBH13 and GHDBH14) were drilled by GHD across the Audit Area 1B and 1C site (also known as Area 10 during the ERM investigation). A total of 16 soil samples were collected from depths between 0.3 and 4 metres below ground surface and submitted for laboratory analysis. Selected samples were analysed for metals (arsenic, cadmium, chromium, copper, lead, mercury, nickel, tin and zinc), PAH, pH and sulphate. Concentrations of all contaminants were reported to be below the adopted ecological and human health screening values with the exception of a slightly elevated concentration of arsenic (28 mg/kg) reported for a sample collected from a depth of 4 metres at sampling location GHDBH11.

In addition, GHD excavated four test pits (GHDTP161, GHDTP162, GHDTP163 and GHDTP164) in the vicinity of the former oil and drum store, of which a small portion falls within the boundaries of the Audit Area 1B and 1C site. A total of six soil samples were collected from depths between 0.2 and 2.0 metres and analysed for a range of contaminants including: metals (arsenic, cadmium, chromium, copper, lead, mercury, nickel, tin and zinc), PAH, pH and sulphate. Concentrations of all contaminants were reported to be below the adopted ecological and human health screening values with the exception of slightly elevated concentrations of arsenic (21 mg/kg), copper (between 110 and 170 mg/kg), nickel (between 70 and 86 mg/kg) and sulphate (8,300 mg/kg) for one or more sampling locations.

ERM undertook additional soil investigations to delineate the extent of contamination reported during the previous GHD investigations and also to undertake grid sampling in accordance with the


minimum density recommended in AS4482.1 for the detection of circular hotspots with a 95% degree of confidence.

The ERM investigations included twelve grid sampling locations (ERM061, ERM062, ERM068, ERM069, ERM071, ERM072, ERM073, ERM079, ERM097, ERM138, ERM364 and ERM365 across the Audit Area 1B and 1C site and two targeted sampling locations (ERM074 and ERM142) within the former oil and drum store. A total of twenty four soil samples were collected from depths between 0.5 and 3.6 metres below ground surface and analysed for a range of contaminants including: metals (aluminium, arsenic, cadmium, chromium, hexavalent chromium, copper, mercury, lead, selenium, tin, zinc), TPH, PAH, SVOCs, sulphate and pH. Concentrations of all contaminants were reported to be below the adopted ecological and human health screening values with the exception of elevated concentrations of arsenic (between 24 and 40 mg/kg), hexavalent chromium (between 3 and 11 mg/kg),copper (100 mg/kg), zinc (between 230 and 410 mg/kg) and sulphate (between 4,300 and 11,400 mg/kg) for one or more sampling locations.

A plan of the ERM sampling locations is also provided as Figure 7 of this report.

3.7 Potential Off Site Sources of Contamination

The larger former Cement Works site is likely to pose various potential point sources of groundwater contamination, predominantly nitrate, sulphate and hexavalent chromium, which has been identified in soil and/or groundwater across the majority of the Gen Fyansford Development site.

3.8 Conclusion

It is concluded that the site history information provided by ESG was undertaken in accordance with the National Environment Protection Council (NEPC 2013), National Environment Protection (Assessment of Site Contamination) Measure 1999, as amended 2013 (ASC NEPM) and is considered to be sufficient to identify potentially contaminating activities associated with historical activities at the site and in the immediate vicinity of the site.

3.9 Contaminant Transport Pathways and Mechanisms

The main contaminant source pathway is expected to be migration of nitrate and hexavalent chromium from historical aerial deposition in soils to groundwater, due to the high solubility of these contaminants. Contaminant transport once in groundwater is through advection with ultimate discharge to the Moorabool River.

3.10 Potential Receptors

The Auditor considers that the primary human receptors of concern are the construction workers involved in redevelopment of the Site and future users of the site post redevelopment.

The Auditor considers that the primary ecological receptor of concern is the adjacent Moorabool River located approximately 200 m west of the Audit site.

3.11 Conceptual Site Model

A conceptual site model has been derived using the site information available. The key features of the CSM for the larger development have been included in Figure 13.


4. Soil Assessment

4.1 Beneficial Uses

In Victoria, the protected beneficial uses for the specific segments / land uses are outlined in the State Environmental Protection Policy, Prevention and Management of Contamination of Land (No. S95, June 2002), hereafter referred to as the Land SEPP and summarised in Table 3 below:

Table 3 ‐ Protected Beneficial Uses of Land

Beneficial Use Parks & Reserves

Agricultural

Sensitive

Use

(High Density)

Sensitive

Use (Other)

Recreation/O

pen

Space

Commercial

Industrial

Maintenance Of Ecosystems Natural Ecosystems Modified Ecosystems Highly Modified Ecosystems Human Health Buildings and Structures Aesthetics

Production of Food, Flora and Fibre

The proposed development of the site comprises low density residential use. On this basis, the required land use has been assumed to be Sensitive Use (Other) and the following beneficial uses of the site are required to be protected:

Maintenance of Ecosystems (modified and highly modified);

Human Health;

Buildings and Structures;

Aesthetics; and

Production of Food, Flora and Fibre.

In accordance with EPA requirements, all beneficial uses have been considered as part of the audit. Therefore the Auditor’s assessment includes consideration of the following:

Ecological impacts with respect to contaminant effects on ecosystems;

Ecological impacts and Human Health impacts with respect to contaminant effects on the production of food, flora and fibre;

Human health issues associated with the chemical quality of the soils as a result of human contact with the soils or from vapours generated from the soils;

Aesthetic considerations associated with the physical nature of the residual soils, including olfactory and visual impacts and the presence of anthropogenic materials such as building rubble and gravel; and

Concentrations of contaminants (pH and sulphate) which may become corrosive to concrete structures and TRH concentrations bases on ASC NEPM (2013) management limits.


4.2 Soil Guidelines

4.2.1 Ecological Screening Guidelines

Certain contaminants, for example heavy metals, are phytotoxic and human health based levels may not afford protection to some species of plants if grown on the site. In order to consider the potential for phytotoxicity, contaminant concentrations have been initially compared to the EILs presented in Schedule B1 Guideline on Investigation Levels for Soil and Groundwater included in the ASC NEPM.

Schedule B1 of the ASC NEPM provides ecologically‐based investigation levels (EILs) for selected metals and organic substances that are applicable for assessing risk to terrestrial ecosystems. In particular, EILs have been derived for arsenic, copper, chromium (III), nickel, lead, zinc, DDT and naphthalene for three generic land use settings as follows:

Areas of ecological significance (99% level of species protection);

Urban residential areas and public open space (80% level of species protection); and

Commercial and industrial land uses (60% level of species protection).

The EILs are used as screening values, below which indicates that ecological impacts are unlikely to occur. Should guideline values be exceeded then further investigation and evaluation may be necessary.

Similarly, ecological screening levels (ESLs) provided in Schedule B1 of the ASC NEPM have been adopted for petroleum hydrocarbons that are applicable for assessing potential risks to terrestrial ecosystems. It is noted that ESLs broadly apply to coarse and fine grained soils and various land uses. They are generally applicable to the top 2 m of soil.

Where EIL/ESL values have not been defined in the ASC NEPM or where site‐specific EILs for certain inorganic parameters have not been derived as part of the assessment process, other criteria have been adopted from the following sources:

Canadian Soil Quality Guidelines (SQGs) for the Protection of Environmental and Human Health; and

United States Environmental Protection Authority (USEPA) Ecological Soil Screening Levels (Eco‐SSLs).

The use of the Canadian Soil Quality Guidelines (SQGs) for initial screening of soil quality data is considered appropriate where EILs/ESLs are unavailable as these values have been derived using a comparable methodology to the ASC NEPM approach, utilising a risk based species sensitivity distribution methodology based on land use as follows:

Agricultural (75% level of species protection);

Residential/Parkland (75% level of species protection);

Commercial (50% level of species protection); and

Industrial (50% level of species protection).

In the absence of available Canadian SQGs, the lowest USEPA Eco‐SSLs have been adopted. The Eco‐SSLs were derived using a less preferred geometric mean method and are not risk‐based. For that reason the Eco‐SSLs are generally more conservative than the Canadian SQGs

4.2.2 Human Health Guidelines

The ASC NEPM HILs have been developed for a broad range of inorganic and organic substances. The HILs are applicable for assessing human health risk via all relevant pathways of exposure. The


HILs are generic to all soil types and apply generally to a maximum depth of 3 m below the surface for residential use.

HSLs have been developed for selected petroleum compounds and fractions and are applicable to assessing human health risk via the inhalation and direct contact pathways. The HSLs are dependent upon specific soil physicochemical properties, land use scenarios, and the characteristics of building structures. They apply to different soil types, and depths below ground surface up to a maximum depth of 4 m.

The health investigation and screening levels are provided for a range of land uses including:

HIL A: Residential with garden/accessible soil (home grown produce <10% fruit and vegetable intake, (no poultry), also includes children’s day care centres, preschools and primary schools;

HIL B: Residential with minimal opportunities for soil access includes dwellings with fully and permanently paved yard space such as high‐rise buildings and flats;

HIL C: Public open space such as parks, playgrounds, playing fields (e.g. ovals), secondary schools and footpaths. It does not include undeveloped public open space (such as urban bush land and reserves) which should be subject to a site‐specific assessment where appropriate; and

HIL D: Commercial/industrial such as shops, offices, factories and industrial sites.

The HIL ‘A’ values have been adopted as appropriate human health screening criteria for the assessment of the proposed residential land use in this case given the proposed low density development.

The following asbestos screening values have been adopted for residential land use as provided in the ASC NEPM:

0.01% w/w asbestos in soil for bonded ACM for residential sites, equivalent to land use setting HIL 'A'; and

0.001% w/w asbestos in soil for friable asbestos (FA) and asbestos fines (AF) for all site uses.

4.2.3 Soil Guideline Summary

The soil guidelines and the order in which they have been adopted for screening purposes were as follows:

4.2.3.1 Ecological

The EILs and ESLs provided in the ASC NEPM;

In addition, site specific EILs were derived by ESG for chromium (III), copper, nickel and zinc using the methodology provided in the ASC NEPM;

The ANZECC/NHMRC Environmental Investigation ‘B’ levels;

Canadian Council of Ministers for the Environment (CCME), Canadian Soil Quality Guidelines (SQGs) for the Protection of Environmental and Human Health; and

United States Environmental Protection Agency (USEPA) Ecological Soil Screening Levels (Eco‐SSLs).

4.2.3.2 Human Health

The ASC NEPM Health Investigation Levels (HILs) and Health Screening Levels (HSLs) for residential use (Setting ‘A’);


Canadian Council of Ministers for the Environment (CCME), Canadian Soil Quality Guidelines (SQGs) for the Protection of Environmental and Human Health

The soil screening values adopted for assessing residential uses of the site for this environmental audit are summarised in Table 4.

Table 4 ‐ Auditor Soil Screening Criteria (mg/kg) Chemical substance EIL/ESL HIL 'A' for Standard

Residential with Garden/Accessible Soil

HIL 'B' for Residential with Minimal Opportunities for Soil Access

Inorganics / Metals

Arsenic 100 100 500 Barium 500(2) ‐ ‐

Beryllium 4(2) 60 90 Boron ‐ 4,500 40,000

Cadmium 10(2) 20 150 Chromium (III) 392 ‐ 444(3) ‐ ‐

Hexavalent Chromium 0.4(2) 100 500 Cobalt 50(1) 100 600

Copper 186 ‐ 258 6,000 30,000 Lead 1,111 ‐ 1121(3) 300 1,200

Manganese 220(6) 3,800 14,000 Mercury (inorganic) 1(1) 40 120

Nickel 214 ‐ 585(3) 400 1,200

Selenium 1(2) 200 1,400

Vanadium 130(2) ‐ ‐

Zinc 160 ‐ 1,347(3) 7,400 7,400

Organics

Aldrin + Dieldrin ‐ 6 10

Dieldrin 0.2(1) ‐ ‐

Chlordane ‐ 50 90

DDT+DDD+DDE ‐ 240 600

DDT 180 ‐

Endosulfan ‐ 270 400

Endrin ‐ 10 20

Heptachlor ‐ 6 10

HCB 10 15

Methoxychlor 300 500

Mirex 10 20

Toxaphene 20 30

Benzo(a)pyrene (as BAP TEQ)

0.7 3 4

Naphthalene 170 ‐ ‐

Total PAHs ‐ 300 400

Polychlorinated Biphenyls (PCB)

1 (1) 1 1

Phenols 1(2) 3,000 45,000

F1 C6‐C10 180(4) 40(5) 40(5)

F2 >C10‐C16 120(4) 230(5) 230(5)

F3 >C16‐C34 1,300(4) ‐ ‐

F4 >C34‐C40 5,600(4) ‐ ‐

Benzene 65(4) 0.6(5) 0.6(5)

Toluene 105(4) 390(5) 390(5)

Ethyl Benzene 125(4) Not Limiting Not Limiting

Xylenes 45(4) 95(5) 95(5)

Miscellaneous

Cyanide ‐ 250 300

Phosphorous 2,000 ‐ ‐

Sulphur 600 ‐ ‐

Sulphate 2,000 ‐ ‐

pH 6‐8 (1) ‐ ‐


Notes: (1) ANZECC/NHMRC (1992) Environmental Investigation ‘B’ Levels (2) Canadian Council of Ministers for the Environment (CCME), Canadian Soil Quality Guidelines (SQG) for the Protection of

Environmental and Human Health ‐ Residential/Parkland (3) Site Specific EIL derived by ESG (4) ASC NEPM 2013 Generic ESL for Urban Residential and Public Open Space for fine soils (5) Soil HSLs for Vapour Intrusion for silty soils (6) Unites States Environmental Protection Agency (USEPA) Ecological Soil Screening Levels (Eco‐SSLs)

4.3 Soil Investigation

Field investigations were carried out in various stages between April 2014 and September 2014 and represent the current condition of the soils across the Audit Area 1B and 1C site. These investigations were reported as follows:

Environmental Strategies Global (October 2014). Audit Area 1B Environmental Site Assessment, Fyansford Development, Fyansford, Victoria. A complete copy of this report is attached as Attachment H.

Environmental Strategies Global (October 2014). Audit Area 1C Environmental Site Assessment, Fyansford Development, Fyansford, Victoria. A complete copy of this report is attached as Attachment I.

A summary of the investigations are provided in the sections below.

4.3.1 Environmental Site Assessment (October 2014)

The ESA was undertaken by ESG in order to determine the current contamination status of soils present across the site and to determine the potential depth of imported fill used to backfill this portion of the site. The ESA included various stages of investigations as follows:

4.3.1.1 Audit Area 1B

Targeted sampling was undertaken in the immediate vicinity of the following historical structures:

Limestone delivery railway (1B‐45 and TP13);

Clinker storage area (1B‐44);

Motor house and grinding department (1B‐52 and TP11);

Limestone crusher (TP12);

Oil and drum storage area (1B‐17); and

Raw material storage and motor house grinding department (MW212/1B‐43).

24 grid based sampling locations (1B‐18, 1B‐24, 1B‐25, 1B‐26, 1B‐27, 1B‐28, 1B‐29, 1B‐30, 1B‐31, 1B‐33, 1B‐34, 1B‐35, 1B‐36, 1B‐37, 1B‐38, 1B‐39, 1B‐40, 1B‐41, TP7, TP8, TP9, TP10, TP14 and TP15) were arranged on an approximate grid across the site in April 2014 and September 2014 in order to provide a sufficient sampling density to comply with AS4482.1 minimum density requirements for the broader site.

A plan of the Audit Area 1B sampling locations is provided as Figure 8 of this Audit Report.

4.3.1.2 Audit Area 1C

Targeted sampling was undertaken in the immediate vicinity of the following historical structures:

Limestone stacker/ reclaimer and remnant concrete structure at approximately 1.8 me depth(MW225/1B‐48, 1B‐11 and TP2);


Substation G (1B‐32 and TP5);

Locomotive shed (1B‐07);

Limestone delivery railway (1B‐50)

22 grid based sampling locations (MW215/1B‐05, 1B‐10, 1B‐12, 1B‐13, 1B‐14, 1B‐15, 1B‐16, 1B‐19, 1B‐20, 1B‐21, 1B‐22, 1B‐23, 1B‐50, 1B‐51, 1B‐24, 1B‐48, 1B‐51, TP4, TP5, MW109, MW222 and MW223) were arranged on an approximate grid across the site in April 2014 and September 2014 in order to provide a sufficient sampling density to comply with AS4482.1 minimum density requirements for the broader site;

A plan of the Audit Area 1C sampling locations is provided as Figure 9 of this Audit Report.

4.3.1.3 Stockpile Sampling

A significant volume of stockpiled material was identified within the Audit Area 1B and 1C sites. The stockpiled materials consisted of legacy materials from site production which comprised limestone materials; site derived soils associated with previous site development works undertaken by Moltoni and imported clean fill materials. A summary of the stockpiled materials currently present across the Audit Area 1B and 1C sites are summarised in Table 5 below.

Table 5 ‐ Summary of Stockpiled Materials Stockpile No. Stockpile Volume (m3) Description No. of

Samples

SP1 3,214 Imported clean fill 6 SP2 1,829 Imported clean fill 3

SP3 3,745 Site derived soils with 5% concrete fragments

10

SP4 244 Site derived soils minor concrete fragments

1


1


1

SP7 Approximately 5,000 Site derived soils with significant concrete materials

10


2

SP13, SP14, SP15, SP16

11,928 Limestone

The imported clean fill materials present in SP1 and SP2 had been classified by WSP in 2010 as part of the importation of over 100,000 m3 of materials derived from a number of green field development sites. The reporting of the imported fill material classification is provided as Attachment G of this report. The additional 9 samples collected by ESG were for verification purposes to confirm the contamination status of the materials subsequent to a long delay in site works.

The limestone materials were classified as part of previous investigations undertaken by ESG in June 2010 for the bulk limestone material (approximately 90,000 m3) present across the larger site. The reporting of the classification of the limestone materials is provided as Attachment E of this report. A summary of the investigation undertaken is provided as follows:

A large volume of limestone materials (approximately 60,000 m3) was imported to the site from the Batesford Limestone Quarry located approximately 1.5 km to the northwest of the site prior to 2000 for use in cement production. The limestone was virgin excavated natural material.


Ninety samples were collected from the limestone stockpile materials representing a sampling density of approximately 1:660m3although this density is lower than the rate recommended in Industrial Waste Resource Guidelines‐Soil Sampling (2009) guidance, it was considered acceptable for materials derived from a virgin source and the homogeniety of the materials encountered. Samples were analysed variously for a range of contaminants including: pH, sulphate, metals (aluminium, antimony, arsenic, cadmium, copper, chromium, lead, molybdenum, nickel, selenium, tin and zinc), hexavalent chromium, fluoride, TPH, MAH, VHC, PCB, PAH, phenols and OCP.

Concentrations of all contaminants were reported to be below the ASC NEPM EILs and/or below the laboratory detection limits. On this basis, the limestone material was considered to be suitable for reuse at the site. It was noted, however, that the limestone material was likely to be nutrient deficient and on this basis was not considered suitable for use as topsoil.

No additional samples were collected by ESG during the current investigation of the site as this material was considered to be unaltered by any site activities in recent times.

4.3.1.4 Moltoni Deep Fill Reuse Area Investigation

A deep fill soil reuse area was constructed as part of the original development plan considered by Moltoni Corporation, along a strip of the site located adjacent to Hyland Street proposed to be used for open space purposes. Prior to the construction of the reuse area, the Auditor provided correspondence to EPA (Provided as Attachment J) regarding the proposed works and attended a meeting with an EPA representative at the time to discuss the reuse of soils and fill materials at the site. EPA indicated that the proposed reuse area would be appropriate, however concrete and metal materials would need to be recycled where possible in preference to reuse.

Most of the reuse area is located within the proposed Open Space area adjacent to Hyland Street, however a small portion falls within the Audit Area 1B site (south east). A plan of the deep fill soil reuse area is provided in Figure 10 of this report. The plan also indicated that a small portion may also fall with the Audit Area 1C boundary.

In order to confirm that soils remaining in the deep fill reuse area do not pose a risk to the proposed residential use of the site, the Auditor reviewed the investigations relating to materials placed in the deep fill area(Attachment D). A summary of the investigation is provided as follows:

A number of stockpiles (CSTP‐11, SP26, CSTP‐10, SP27, CSP‐X and SP51) comprising a volume of approximately 11,550 m3 were derived during the previous site development works undertaken by Moltoni. The materials comprised of sandy clay or silty sandy clay fill with brick and concrete fragments, shells , metal rod and gravel inclusions.

A total of 99 soil samples were collected from the stockpiles for characterisation purposes and were analysed variously for metals (arsenic, cadmium, chromium (total and hexavalent), copper, mercury, lead, nickel and zinc), sulphate, TPH, PAH, OCP, PCB, phenols and cyanide. A sampling density of between 1:80m3 and 1:250m3 was achieved for all stockpiles which was within generally within the range recommended in the Industrial Waste Resource Guidelines‐ Soil Sampling (2009) guidance document. It is noted that further characterisation of stockpiled materials is proposed to be undertaken to ascertain the suitability of the materials for reuse at the site, these works are addressed under the CEMP.

Concentrations of all contaminants were below the ASC NEPM 'A' HILs with the following exceptions:


Arsenic concentrations (between 6.2 and 788 mg/kg) exceeded the ASC NEPM EIL and the ASC NEPM 'A' HIL of 100 mg/kg for three samples collected from CSTP‐11 and two samples collected from SP26. In addition, one sample collected from SP26 (788 mg/kg) also exceeded the ASC NEPM 'B' HIL of 500 mg/kg. A total of thirty six samples were collected from SP26, therefore WSP undertook a statistical analysis which indicated that the 95% UCL mean for arsenic was 141.8 mg/kg which was below the ASC NEPM 'A' HIL.

Copper concentrations (between 11 and 5,270 mg/kg) exceeded the ASC NEPM EILs derived for the site for six samples collected from CSTP‐11, four samples collected from SP26 and one sample collected from SP51. All results were reported to be below the ASC NEPM 'A' HIL of 6,000 mg/kg.

Lead concentrations (between 7 and 2,300 mg/kg) exceeded the ASC NEPM 'A' HIL and/or the ASC NEPM EILs derived for the site for one sample collected from CSTP‐11 and two samples collected from SP26. WSP undertook a statistical analysis which indicated that the 95% UCL mean for lead was 745.6 mg/kg which was below the ASC NEPM 'B' HIL.

ASLP testing was undertaken for a number of samples which indicated that the leachability of arsenic (between <0.1 and 0.2 mg/L) copper (between <0.1 to 0.6 mg/L), lead (<0.1 to 0.1 mg/L) and zinc (between <0.1 and 2.5 mg/L) was low.

The assessment undertaken by WSP indicated that although a number of stockpile samples reported concentrations of arsenic, copper and/or lead exceeding the ASC NEPM 'A' HIL, the contaminants were not reported to be significantly leachable and therefore are expected to be of low mobility. On this basis, it was considered suitable to place the contaminated materials at depths below 3 metres, however the survey data completed by Moltoni indicated that this material may have placed at shallower depths, specifically, between 1 and 2 metres below ground surface.

ESG undertook additional sampling and test pitting in this area of the site in 2014 to confirm the current contamination and aesthetic status of the materials remaining in the deep fill reuse portion of the site. The investigations undertaken by ESG are summarised as follows:

Seven soil bores (1B‐22, 1B‐31, 1B‐32, 1B‐33, 1B‐34, 1B‐38 and 1B‐39) were drilled to depths of between 3 and 6 metres below current ground surface. Fill materials were identified to be present across the deep fill reuse area to depths between 0.7 and 4.2 m below ground surface.

Four trenches (TP5, TP7, TP9 and TP10) were excavated to depths of between 1.2 and 3.6 metres below current ground surface to assess the aesthetic quality of materials placed in the deep fill reuse area. Fill materials were identified to be present across the deep fill area to depths between 1.2 and 3.0 metres below ground surface.

Three groundwater monitoring wells (GW34 and MW202, MW212) were also installed within the reuse area.

4.3.2 Auditor Conclusion

The Auditor considers the grid sampling density and the targeted soil locations undertaken across Audit Area 1B and 1C to be sufficient in order to characterise the contamination status of soils at the site and to verify the contamination status of soils within the deep fill reuse area.

A plan of all the ESG soil sampling locations is provided as Figures 8 and 9 of this report.


Soil samples were collected from both fill and natural soils generally at depth intervals of approximately 0.2 m, 0.5 m, 1.0 m and then at 1.0 m intervals to a maximum depth of approximately 7.0 m.

ESG did not identify any odours in any soil samples obtained from the site. All samples were tested with a calibrated photoionisation detector (PID) for the potential presence of volatile compounds. All readings reported concentrations between 1 and 3.1 ppm indicating there was no elevated concentrations of volatile organic compounds in the soil samples taken.

4.3.3 Laboratory Analysis

A total of 164 samples were analysed from both fill and natural soils across the site during the ESA investigations. Soil samples were analysed for a range of contaminants as summarised in Table 6 below:

Table 6 ‐ Summary of Laboratory Analysis Analyses No of Samples

Audit Area 1B

Arsenic, cadmium, chromium, copper, lead, mercury, nickel, and zinc 75

Hexavalent chromium 75

Molybdenum, selenium, silver and tin 7

Total recoverable/ petroleum hydrocarbons (TRH / TPH) 63

Polycyclic aromatic hydrocarbons (PAH) 63

Benzene, toluene, ethylbenzene and xylene (BTEX), 22

Organochlorine pesticides (OCP), Volatile Organic Compounds (VOC), polychlorinated biphenyls (PCB), solvents, phenols, herbicides, cyanide and fluoride

10

pH 56

Nitrate 53

Nitrite 53

Sulphate 66

Asbestos 4

Audit Area 1C

Arsenic, cadmium, chromium, copper, lead, mercury, nickel, and zinc 43

Hexavalent chromium 43

Molybdenum, selenium, silver and tin 4

Total recoverable/ petroleum hydrocarbons (TRH / TPH) 35

Polycyclic aromatic hydrocarbons (PAH) 34

Benzene, toluene, ethylbenzene and xylene (BTEX), 4

Organochlorine pesticides (OCP), Volatile Organic Compounds (VOC), polychlorinated biphenyls (PCB), solvents, phenols, herbicides, cyanide and fluoride

4

pH 24

Nitrate 40

Nitrite 40

Sulphate 40

Asbestos 2

The adopted analytical schedule was considered acceptable to confirm the presence of a wide range of potential contaminants of concern identified at the site.

4.3.4 Adequacy of Assessor’s Investigation Program

Audit Area 1B comprises an area of approximately 1.3 hectares and Audit Area 1C comprises an area of approximately 1.23 hectares. For this area, the Australian Standard (AS4482.1) indicates that to detect circular hot spots of contamination of less than 25.7 m diameter with a confidence of 95%, that twenty one sampling locations arranged in a regular grid over each site are required.

Testing was conducted at 24 grid locations for Audit Area 1B and 22 grid locations for Audit Area 1C, therefore this sampling density complied with the requirements of the Australian Standard. In addition, fifteen targeted locations were also investigated. Therefore the overall sampling density


and coverage across the broader site is considered adequate to identify potential sources of contamination identified in the site history review.

The sampling density achieved for the imported clean fill materials, currently present as stockpiles SP1 and SP2 and the limestone materials currently present as stockpiles SP13, SP14, SP15 and SP16 are considered to be appropriate given that the materials were derived from greenfield or quarry sources.

Stockpiles derived during site development works (SP3, SP4, SP5, SP6, SP7 and SP12) have not complied with the minimum sampling densities provided in the EPA Industrial Waste Resource Guidelines for Soil Sampling (June 2009) and therefore will require some further characterisation prior to reuse at the site.

4.4 Current Status of On‐Site Soils

154 soil samples were collected for laboratory analysis across the various rounds of investigations undertaken by ESG. The results of the testing have shown that soils remaining on‐site reported contaminant concentrations for all analytes below the adopted ecological screening levels and the adopted human health screening levels with the exception of the following:

An elevated copper concentration (450 mg/kg), exceeding the site specific EIL range for fill materials (186‐258 mg/kg) was reported for the sample collected from surficial soils at sampling location MW215. All remaining samples, including underlying natural clay soils reported copper concentrations below the adopted EILs.

ASLP testing conducted on the same sample which reported the elevated copper concentration indicated that the mobility of the copper is low (<0.01 mg/L) and therefore is not likely to be bioavailable or pose a risk to the underlying groundwater.

A statistical assessment of the copper concentrations within fill soils was undertaken, with the average copper concentration calculated to be 28.78 mg/kg, the standard deviation of the copper concentrations was calculated to be 64.71 mg/kg and the 95% Upper Confidence Level of the mean (95% UCLmean) was calculated to be 70.37 mg/kg. All values were below the site derived ASC NEPM EILs and the HIL ‘A’ of 6000 mg/kg and therefore on this basis the slightly elevated copper concentration reported at one location is considered unlikely to pose a potential ecological risk. All copper results were well below the NEPM 'A' HIL and on that basis, the copper concentrations are not considered to pose a significant risk to future residents of the site in a residential setting or maintenance and construction workers.

The investigations undertaken within the deep fill area potentially located within the south east portion of Audit Area 1B (as indicated by plans provided by Moltoni) reported concentrations of all contaminants below the adopted ASC NEPM EILs and the ASC NEPM 'A' HILs, however some aesthetically unacceptable materials were observed to be present including: gravel cobbles, concrete cobbles, limestone cobbles and sandstone cobbles. Limestone fill was also observed to be present indicating that the deep fill area is likely to be covered with clean fill materials and is not as shallow or extensive as indicated in Figure 10 within the Audit Area 1B site and does not appear to extend into the Audit Area 1C site at all.

4.5 Asbestos Containing Materials

No visible asbestos or potential asbestos containing materials were observed within the soils at across the Audit Area 1B and 1C site with the exception of a few fragments of potential asbestos containing material (ACM) up to approximately 50mm were observed on a stockpile (SP11 South) located near the eastern portion of Audit Area 1C. ESG removed the fragments from the stockpile which were subsequently disposed off‐site. In accordance with the CEMP, the stockpiled materials


are proposed to be screened prior to reuse and validated by an Occupational Hygienist to ensure any asbestos fragments encountered are appropriately addressed.

4.6 Aesthetics of Site Soils

As a result of filling works undertaken by Moltoni to raise the levels of the site, a significant quantity of fill material has been identified at the site at depths between 1.0 and 4.1 metres below ground surface. The majority of the site fill materials comprised a combination of clayey silt, limestone sand, silty sand, clay and silt with inclusions of concrete fragments, gravel and sand and therefore are considered unlikely to preclude the aesthetic amenity of the site for low density residential purposes. It is noted however that several locations across Audit Area 1B and 1C have reported abundant concrete fragments, limestone gravels and basaltic aggregate within surface soils that are considered to be unsuitable for sensitive use from an aesthetic perspective.

These aesthetically unacceptable materials have not been removed to date because significant filling (between 0.5 and 5.5 metres) is required to be undertaken to achieve the final finish levels over the larger development site. On this basis, a CEMP has been prepared to ensure that the final surface levels are achieved as proposed and that the filling of the site is undertaken with suitable materials to ensure there is no adverse risk posed to future residents or the environment.

4.7 Evaluation of Beneficial Uses

In accordance with EPA requirements, the Auditor has considered all potential beneficial uses of the land. A summary of the Auditor’s assessment of beneficial uses is provided below. It is noted that Maintenance of Natural Ecosystems is not considered to be a relevant beneficial use due to the significant human disturbance of the site by historical activities and the unlikely establishment of Natural Ecosystems following the proposed redevelopment of the site.

4.7.1 Maintenance of Modified Ecosystems and Maintenance of Highly Modified Ecosystems

The site is likely to contain ecosystems which have been modified by the historical use of the site. Therefore Maintenance of Highly Modified Ecosystems and Maintenance of Modified Ecosystems are considered to be beneficial uses requiring protection at the site.

Concentrations of copper exceeded the adopted EIL at one sampling location within surficial soils. A statistical assessment of the concentrations indicated that the mean, standard deviation and 95% UCLmean for copper did not exceed the site specific ASC NEPM EIL values. On this basis it was concluded that the beneficial uses Maintenance of Modified Ecosystems and Maintenance of Highly Modified Ecosystems are not precluded at the site.

4.7.2 Human Health

The proposed development of the site comprises a low density residential development. Exposure to the soils at the site by future occupants and or construction and maintenance workers may occur and so Human Health is considered to be a beneficial use requiring protection at the site.

Concentrations of all contaminants were reported to be below the ASC NEPM 'A' HILs/HSLs and the ASC NEPM 'B' HILs/HSLs. Therefore the beneficial use of Human Health is not precluded for all potential land uses.

4.7.3 Aesthetics

Several locations across Audit Area 1B and 1C have reported abundant concrete fragments, limestone gravels and basaltic aggregate within surface soils that are considered to be unsuitable for sensitive use from an aesthetic perspective.

These aesthetically unacceptable materials have not been removed to date because significant bulk earth works comprising filling (between 0.5 and 5.5 metres) is required to be undertaken to achieve the final finish levels over the larger development site. On this basis, a CEMP has been


prepared to ensure that the final surface levels are achieved as proposed and that the filling of the site is undertaken with suitable materials to ensure there is no adverse risk posed to future residents or the environment.

4.7.4 Buildings and Structures

Soil analytical results for pH reported concentrations within the respective screening range for this beneficial use, however elevated sulphate concentrations are likely to remain at depths greater than 2 metres at a small number of locations. Therefore the beneficial use Buildings and Structures may be precluded within localised areas at depths greater than 2 metres. The elevated sulphate concentrations were considered unlikely to be of significant concern to structures and foundations given that the entire Audit Area 1B and 1C requires the placement of between 0.5 and 5.5 metres of fill to achieve final finish levels.

4.7.5 Production of Food, Flora and Fibre

Garden areas may be established as part of the development of the site for residential purposes. Concentrations of a range of contaminants did not exceed the respective ASC NEPM EIL screening values with the exception of copper (450 mg/kg) at one sampling location which was considered to be localised in extent and therefore on this basis it was concluded that the beneficial use Production of Food, Flora and Fibre is not precluded at the site.

4.8 Construction Environmental Management Plan (CEMP)

In order to achieve the final finish levels for the site development, the developer proposes to undertake bulk earth works across Audit Area 1B and 1C and the larger Gen Fyansford development which comprises the placement of up to 5.5 metres of fill material on top of the current site surface. In order to manage this process, a CEMP has been prepared for the site to ensure that materials placed comply with ASC NEPM EILs, ASC NEPM 'A' HILs and also meet aesthetic criteria to ensure the final site surface is suitable for residential purposes. A copy of the CEMP is attached to the Statement of Environmental Audit and as Attachment K of this report. It is noted that an Environmental Auditor will be required to provide written confirmation that the final surface levels have been achieved as outlined in the CEMP. This has been included as a Condition of the Statement of Environmental Audit.


5. Groundwater Assessment

5.1 Beneficial Uses

The beneficial uses of groundwater to be protected in the State of Victoria are provided in the Groundwater SEPP. The protected beneficial uses of the groundwater are primarily based on the salinity of the groundwater measured as TDS.

Based on the TDS concentration, groundwater is classified into one of five Segments (A1, A2, B, C, D), as shown in Table 7, for which certain beneficial uses are nominated for protection.

Table 7– Groundwater Beneficial Use Segments Segment A1 A2 B C D TDS (mg/L) <500 501 – 1,000 1,001 – 3,500 3,501 – 13,000 >13,000

The laboratory derived TDS of the groundwater at the site for all rounds of monitoring were determined to be between 2,400 and 8,000 mg/L. Therefore, the groundwater at the site is expected to be classified as either Segment B or C, however, based on advice from EPA, the lower salinity value has been used as the basis for the assessment of applicable beneficial uses. Therefore the beneficial uses to be protected are:

Maintenance of Ecosystems;

Mineral Water Supply;

Agriculture, Parks and Gardens;

Stock Watering;

Primary Contact Recreation;

Industrial Water Use; and

Buildings and Structures.

The EPA may determine that these beneficial uses do not apply to groundwater where:

There is insufficient yield;

The background level of a water quality other than TDS precludes a beneficial use;

The soil characteristics preclude a beneficial use; or

AGQRUZ has been declared.

The larger former cement manufacturing site has recently been declared a GQRUZ by EPA and therefore groundwater is currently restricted for the following uses: drinking water, stockwatering, agriculture, parks and gardens, primary contact recreation and industrial purposes.

An assessment of the risk to potential beneficial uses nominated under Segment B has been made by the Auditor in the following sections.

5.2 Adopted Screening Criteria

The adopted groundwater screening criteria for each beneficial use are provided below.

5.2.1 Maintenance of Ecosystems

The Moorabool River is located approximately 200 m to the west of the site at its closest point and groundwater emanating from the site is expected to eventually discharge to this water body. Therefore, the beneficial use Maintenance of Marine Water Ecosystems requires protection.


The Cleared Hills and Coastal Plains segment of the SEPP Waters of Victoria is relevant. This document generally refers to the toxicant values included in the prevailing surface water guidelines, with the exception of nutrients, arsenic, cadmium, chromium and zinc concentrations. The prevailing surface water guidelines are the Australian and New Zealand Guidelines for Fresh and Marine Water Quality (ANZECC, 2000). The level of ecosystem protection for this Segment is considered to be 95% for slightly to moderately modified aquatic ecosystems.

In the absence of specific TPH guidelines, the Dutch Intervention Values (MHSPE, Soil Remediation Circular 2006) have been adopted by the Auditor as appropriate groundwater screening criteria for maintenance of ecosystems.

5.2.2 Mineral Water Supply

The site is not located within a recognised mineral water province and therefore this potential use of groundwater has not been considered further.

5.2.3 Agriculture, Parks and Gardens

The ANZECC 2000 irrigation trigger long term values have been adopted as the appropriate screening criteria for the beneficial use Agriculture, Parks and Gardens.

The ANZECC guidelines do not provide irrigation guidelines for organic contaminants and therefore as a conservative measure the laboratory detection limits have been adopted as screening values.

5.2.4 Stock Watering

The ANZECC 2000 guidelines for livestock have been adopted as the appropriate screening criteria at this site for the beneficial use stock watering.

The ANZECC guidelines do not provide livestock drinking water guidance for organic contaminants. As a conservative measure, the livestock drinking water criteria for organic contaminants have been adopted from the Australian Drinking Water Guidelines (2013).

5.2.5 Primary Contact Recreation

To assess risks to primary contact recreation users of groundwater (e.g. persons swimming in pools filled using a groundwater bore) or surface water which receives groundwater, the NHMRC Guidelines for Managing Risks in Recreational Water (2008) have been adopted. It is noted that for chemical toxicants this reference refers to the Australian Drinking Water Guidelines (2013).

5.2.6 Industrial Water Use

In the absence of current screening values, the ANZECC 1992 criteria for industrial use have been adopted as the appropriate screening criteria for this beneficial use.


The Groundwater SEPP indicates that pH, sulphate and redox values need to be considered to assess the potential impact to buildings and structures.

5.3 Groundwater Investigations

A total of nine groundwater monitoring wells (MW109, MW206, MW212, MW215, MW220, MW221, MW222, MW223 and MW225) were installed across Audit Area 1B and 1C to assess the environmental quality of groundwater beneath the site as follows:

MW206 was located in the vicinity of the former oil and drum store area identified during previous investigations undertaken by ERM and GHD.

MW212 was located in the vicinity of the former raw material storage area and the former motor house and grinding facility.


MW215 was located near the boundary of Audit Area 1C Audit Area 1D and represents a downgradient well.

MW220 and MW221 were located in the vicinity of the south‐western boundary of the site and Audit Area 1A to delineate the extent of the nitrate groundwater plume emanating from Audit Area 1A.

MW222 was located on the boundary of Audit Area 1B and Audit Area 1C and represents a downgradient well.

MW223 is located near the boundary of Audit Area 1C and Audit Area 1D and represents an upgradient well.

MW225 was located in the northern portion of Audit Area 1B in the immediate vicinity of an extensive concrete structure (possible foundations of limestone reclaimer) located at approximately 1.8 m below ground surface.

MW109 was located down gradient of the concrete structure in the central portion of the Audit Area 1B site.

All wells were appropriately screened to detect the presence of Light Non‐Aqueous Phase Liquid (LNAPL).

Groundwater beneath the site was encountered within the Quaternary Alluvium Aquifer at depths between 6.012 and 10.855 metres below ground surface.

Prior to sampling, wells were gauged for depth to groundwater and selected field parameters including dissolved oxygen, electrical conductivity, redox potential, pH and temperature were recorded. TDS concentrations were reported to be between 2,400 and 8,000 mg/L.

The location of all groundwater monitoring wells is provided in Figure 11 of this Audit Report.

The Auditor considered the location of the groundwater wells was appropriate to target the potential sources of groundwater contamination identified at the site.

5.4 Standing Water Levels

The standing water levels (SWL) in the wells were measured for all rounds of groundwater monitoring. The SWLs were reduced to AHD level to allow the assessment of the groundwater flow direction and hydraulic gradient across the site. The groundwater level contours and inferred groundwater flow direction were developed based on the results of gauging data from several rounds of groundwater monitoring undertaken at the site.

The location of the monitoring wells, the inferred level contours and the direction of groundwater flow across the site is provided in Figure 12. The inferred direction of groundwater flow was in a westerly direction towards Moorabool River which is located approximately 200 m to the west of the site. The inferred groundwater flow direction is consistent with the expected regional flow and discharge mechanisms.

5.5 Sampling and Analysis

Groundwater samples were collected on a number of occasions from various wells comprising the monitoring well network. Groundwater samples were collected subsequent to purging using low flow sampling methodology or a disposable bailer. Collected groundwater samples were analysed for a range of parameters as summarised in Table 8.

Table 8 – Groundwater Beneficial Use Segments Monitoring Round Wells Analysis

24 October 2013 MW109 Ammonia, nitrate, phosphate, sulphate, cyanide, fluoride, TDS, pH, major ions and cations, metals


Monitoring Round Wells Analysis

(aluminium, arsenic, cadmium, chromium, hexavalent chromium, copper, iron, lead, mercury, molybdenum, nickel, selenium, silver, tin and zinc), TPH/TRH, BTEX, PAH, VOCs, OCP, phenols, PCB, solvents

26 November 2013 MW109 Ammonia, nitrate, phosphate, sulphate, cyanide, fluoride, TDS, pH, major ions and cations, metals (aluminium, arsenic, cadmium, hexavalent chromium, copper, iron, lead, mercury nickel and zinc)

8 April 2014 MW206 PH, Ammonia, nitrate, phosphate, sulphate, cyanide, fluoride, TDS, pH, major ions and cations, (aluminium, arsenic, cadmium, hexavalent chromium, copper, iron, lead, mercury nickel and zinc), TPH/TRH, BTEX, PAH, VOC, OCP, PCB, solvents

28 April 2014 MW215, MW212 Ammonia, nitrate, phosphate, sulphate, cyanide, fluoride, TDS, pH, major ions and cations, metals (aluminium, arsenic, cadmium, hexavalent chromium, copper, iron, lead, mercury nickel and zinc), TPH/TRH, BTEX, PAH, VOCs, OCP, PCB, Solvents

16 May 2014 MW109, MW206 Ammonia, nitrate, phosphate, sulphate, cyanide, fluoride, TDS, pH, major ions and cations, , metals (aluminium, arsenic, cadmium, hexavalent chromium, copper, iron, lead, mercury nickel and zinc), TPH/TRH, BTEX, PAH, VOCs, OCP, PCB, solvents

6 June 2014 MW220, MW221, MW222, MW223, MW225

Nitrate, sulphate, TDS, pH, (arsenic, cadmium, hexavalent chromium, copper, iron, lead, mercury nickel and zinc)

16‐17 June 2014 MW109, MW206, MW212, MW215, MW220, MW221, MW222, MW223, MW225

Nitrate, sulphate, TDS, pH, metals (arsenic, cadmium, hexavalent chromium, copper, iron, lead, mercury nickel and zinc),

The analytical schedule adopted for groundwater samples was considered appropriate to determine the presence or otherwise of the main potential contaminants of concern identified at the site.

5.6 Discussion of Groundwater Monitoring Results

The results of groundwater testing are discussed below and a summary of groundwater analytical results obtained for all rounds of monitoring are provided in the Tables attachment of this Audit Report.

In addition, a summary of the most recent round of monitoring undertaken at the site is provided in Table 9.


Table 9 ‐ Summary Table of Most Recent Round of Groundwater Monitoring Results

Concentration Range (mg)/L1 Summary of Current Groundwater Results Guideline Values (mg/L)

Contaminant Up‐gradient1 On‐site Down‐gradient Maintenance of Ecosystems Freshwater2

Agriculture, Parks and Gardens3

Stock Watering4

Industrial Water Use

Primary Contact Recreation5

Buildings and structures

Copper <0.001 to 0.008 0.002 to 0.006

<0.001 to 0.002 0.0014 0.2 0.4 <0.01 to 5 1

Hexavalent Chromium

0.004 to 0.008 <0.001 to 0.007

0.012 to 0.033 0.001 0.5

Nickel 0.003 to 0.005 0.002 to 0.017

0.002 to 0.010 0.011 0.2 1 0.2

Zinc 0.018 to 0.025 0.002 to 0.007

0.011 to 0.015 0.008 2 20 5

Chloride 5,300 to 3,900 2,500 to 2,700

1,100 to 1,700 175 to 700 400

Nitrate (as nitrate)

57.52 to 212.6 25.69 to 119.6

19.49 to 97.73 31.9 22.15 400 <88.6 50

Sulphate 900 to 1,050 630 to 1230 690 to 900 1,000 200‐2,700 400 400‐600

Sodium 2,200 to 2,600 1,400 to 1,800

1,000 to 1,400 <115 to 460 300

1– Limited off‐site up gradient concentrations were available for comparison, therefore data collected for on‐site up gradient wells were used for comparison purposes.

2 – Low, Moderate or High reliability criteria (95%, or 99% for bioaccumulative chemicals) presented in Section 8.3.7 of Australian and New Zealand Environment and Conservation Council, and Agriculture and Resource Management Council of Australia and New Zealand (2000) National Water Quality Management Series, Australian and New Zealand Guidelines for Fresh and Marine Water Quality

3 – Section 4.2.4 of Australian and New Zealand Environment and Conservation Council, and Agriculture and Resource Management Council of Australia and New Zealand (2000) National Water Quality Management Series, Australian and New Zealand Guidelines for Fresh and Marine Water Quality

4 – Section 4.3 of Australian and New Zealand Environment and Conservation Council, and Agriculture and Resource Management Council of Australia and New Zealand (2000) National Water Quality Management Series, Australian and New Zealand Guidelines for Fresh and Marine Water Quality and/or National Health and Medical Research Council, National Resource Management Ministerial Council (2013) Australian Drinking Water Guidelines Paper 6 National Water Quality Management Strategy

5 – Section 5.2.3 of Australian and New Zealand Environment and Conservation Council, and Agriculture and Resource Management Council of Australia and New Zealand (2000) National Water Quality Management Series, Australian and New Zealand Guidelines for Fresh and Marine Water Quality and/or National Health and Medical Research Council, National Resource Management Ministerial Council (2013) Australian Drinking Water Guidelines Paper 6 National Water Quality Management Strategy


5.6.1 Chloride

Chloride concentrations (up to 2,900 mg/L) exceeding the screening criteria for most irrigation purposes (between <175 mg/L to 700 mg/L) and for Primary Contact Recreation purposes (400 mg/L) for most monitoring wells across Audit Areas 1B and 1C. The elevated chloride concentrations reflect the moderate salinity of the groundwater and are unlikely to be related to site activities.

5.6.2 Nitrate

Concentrations of nitrate (up to 132.9 mg/L) exceeding the screening criterion for Freshwater Ecosystem Protection (31.9 mg/L) and the long term trigger value for Irrigation water (22.15 mg/L) were reported for most groundwater monitoring wells across Audit Areas 1B and 1C. In addition, groundwater monitoring wells MW109, MW206, MW215, MW220, MW221, MW225 also reported nitrate concentrations exceeding the Primary Contact Recreation screening value of 50 mg/L and groundwater monitoring wells MW206 and MW109 also reported nitrate concentrations exceeding the lower range trigger values for short term Irrigation (between 110 to 533 mg/L) and screening values for Industrial Water use (<88.6 mg/L).

It is noted that the adjacent site, Audit Area 1A, reported much higher concentrations of nitrate with the highest concentration reported for well MW219 (225.9 mg/L) located near the boundary of Audit Area 1A and Audit Area 1B. Elevated nitrate concentrations between 106.3 and 119.6 mg/L) were reported for wells MW206, MW221 and MW220 located down gradient of well MW219 and in the vicinity of the Audit Area 1A nitrate plume. Nitrate concentrations were observed to be decreasing downgradient of Audit Area 1A across the Audit site. All remaining wells, including those located upgradient of the site, reported lower nitrate concentrations (between 25.69 and 84.14 mg/L), therefore indicating that Audit Areas 1B and 1C are unlikely to pose a potential source of nitrate groundwater contamination.

The distribution of nitrate concentrations in groundwater is provided as Figure 14 of this report.

5.6.3 Sodium

Sodium concentrations (up to 1,800 mg/L) exceeding the screening criteria for most Irrigation purposes (between <175 to 700 mg/L) and Primary Contact Recreation purposes (300 mg/L) for most monitoring wells in Audit Areas 1B and 1C. The elevated sodium concentrations reflect the moderate salinity of the groundwater and are unlikely to be related to site activities.

5.6.4 Sulphate

Elevated concentrations of sulphate (between 780 and 1,290 mg/L) exceeded the screening criterion for Primary Contact Recreation (400 mg/L) and Buildings and Structures (400 to 600 mg/L) for all groundwater monitoring wells across Audit Areas 1B and 1C. In addition, a number of wells (MW109, MW220, MW222, MW223 and MW225) also reported concentrations of sulphate exceeding the Stock Watering and a range of potential Industrial Uses. Concentrations of sulphate (between 990 and 1,140 mg/L) reported for a number of up‐gradient wells including GW34, GW7S and MW202 were similar to those reported for Audit Areas 1B and 1C, therefore indicating that Audit Areas 1B and 1C are unlikely to be pose a source of sulphate groundwater contamination. Other areas of the former cement manufacturing facility including those located south of Hyland Street (yet to be assessed) may be the source/s or contributing source/s of elevated sulphate concentrations reported at the site. Therefore the elevated sulphate concentrations are considered to be associated with off‐site or regional sources.

5.6.5 Hexavalent Chromium

A number of wells reported concentrations of hexavalent chromium (up to 0.035 mg/L) exceeding the ANZECC (2000) Freshwater 95% Ecosystem Protection trigger value of 0.001 mg/L for one or


more rounds of groundwater monitoring. The highest concentrations of hexavalent chromium (between 0.027 and 0.035 mg/L) were reported for well MW206 located adjacent to Audit Area 1H, which is located immediately west (down gradient) of the site. The lateral distribution of the plume indicates that Audit Area 1H is likely to be the source of hexavalent chromium groundwater contamination. The distribution of hexavalent chromium concentrations in groundwater is provided as Figure 15 of this report.

In addition, soil sampling undertaken across the Audit Area 1B and 1C site did not report concentrations of hexavalent chromium exceeding the laboratory reporting limits, with the exception of historical investigations undertaken by ERM (2004) which reported slightly elevated concentrations (between 3 and 11 mg/kg) for a small number of soil samples. Therefore on this basis, Audit Area 1B and 1C is not considered to be a source of hexavalent chromium groundwater contamination.

5.6.6 Copper

All wells installed across the site reported concentrations of copper (between 0.002 and 0.006 mg/L) exceeding the ANZECC (2000) Freshwater 95% Ecosystem Protection trigger value of 0.0014 mg/L for one or more rounds of groundwater monitoring. The reported copper concentrations are generally consistent with concentrations reported in groundwater both up‐gradient and down‐gradient of the site. In addition, the reported copper concentrations did not display any identifiable trend across the site, therefore indicating that these slightly elevated concentrations are most likely associated with regional groundwater quality. The soil investigations undertaken across the Audit Area 1B and 1C site did not report significant concentrations of copper within site soils, the highest copper concentration reported was 450 mg/kg at sampling location MW215_01, with all remaining samples, including underlying depth samples collected at the same location, reporting copper concentrations below the adopted EIL screening value. Therefore on this basis, Audit Areas 1B and 1C are not considered to pose a source of copper groundwater contamination. Therefore the elevated copper concentrations are considered to be associated with off‐site or regional sources.

5.6.7 Nickel

Slightly elevated nickel concentrations (0.034 mg/L) exceeding the ANZECC (2000) Freshwater Ecosystem Protection trigger value of 0.011 mg/L were reported for monitoring well MW109 for the May 2014 round of groundwater monitoring. Subsequent rounds of groundwater monitoring undertaken for well MW109 reported nickel concentrations below the respective screening values. The results indicate that the slightly elevated nickel concentration reported for one round of groundwater monitoring is not reproducible and is unlikely to be representative of the aquifer conditions beneath the site. On this basis, the slightly elevated nickel concentration was not considered further.

In addition, slightly elevated nickel concentrations (between 0.017 and 0.018 mg/L) exceeding the ANZECC (2000) Freshwater Ecosystem Protection trigger value of 0.011 mg/L were reported for well MW223 (between 0.017 and 0.018 mg/L) for the 6 June 2014 and 16 June 2014 rounds of groundwater monitoring. The slightly elevated nickel concentrations may be attributable to offsite sources or regional groundwater quality. The site is unlikely to be a source of groundwater nickel contamination because the highest concentration reported for on‐site soils was 53 mg/kg and no potential sources of nickel contamination were identified at the site. Therefore the elevated nickel concentrations are considered to be associated with off‐site or regional sources.

5.6.8 Zinc

A number of wells (MW109, MW206, MW212, MW215, MW222 and MW223) installed across the site reported concentrations of zinc (up to between 0.011 and 0.061 mg/L) exceeding the ANZECC


(2000) Freshwater 95% Ecosystem Protection trigger value of 0.008 mg/L for one or more rounds of groundwater monitoring. The reported zinc concentrations were generally consistent with concentrations reported in groundwater both up gradient and down gradient of the site. In addition, the reported zinc concentrations did not display any identifiable trend across the site, therefore indicating that these slightly elevated concentrations are most likely associated with regional groundwater quality.

The soil investigations undertaken across the Audit Area 1B and 1C site did not report significant concentrations of zinc within site soils with the highest zinc concentration reported being 250 mg/kg at sampling location SB1B‐02. All remaining samples including underlying depth samples collected at the same location, reported zinc concentrations below the adopted EIL screening value. Therefore on this basis, the site is not considered to be a source of zinc groundwater contamination.

5.6.9 Other Analytes

All remaining analytes were not reported at concentrations exceeding the laboratory reporting limits and/or the adopted groundwater screening criteria.

5.7 Assessment of Risks to Beneficial Uses of Groundwater

A number of contaminants including copper, hexavalent chromium, nickel, zinc, chloride, nitrate, sulphate and sodium have been reported in the groundwater beneath the site exceeding the adopted criteria for one or more beneficial uses. Of these contaminants, nitrate and hexavalent chromium are considered to have been derived from one or more potential off‐site sources of contamination. The remaining contaminants (copper, nickel, zinc, sodium, chloride and sulphate) are considered to be associated with regional pollution or background aquifer conditions.

The following sections provides a discussion relevant to the beneficial uses of the groundwater.

5.7.1 Maintenance of Ecosystems

No aquatic ecosystems occur at the site. The relevant surface water body to be considered for the beneficial use of Maintenance of Ecosystems is the Moorabool River, located approximately 200 m to the west of the site. Groundwater from the site is likely to discharge to the River.

Concentrations of copper (up to 0.006 mg/L), hexavalent chromium (up to 0.035 mg/L), nickel (up to 0.018 mg/L), zinc (up to 0.061 mg/L) and nitrate (up to 132.9 mg/L), exceeded the adopted 95% Fresh Water Ecosystem Protection criteria for one or more groundwater monitoring wells across the site.

The site is not considered to be a source of elevated concentrations of the various contaminants in groundwater due to low concentrations of contaminants reported in site soils and no potential point sources of contamination were identified in the site history review.

It is also considered that the distance to the potential receiving environment would provide scope for processes such as dilution, dispersion and attenuation to reduce any residual contaminant concentrations to an acceptable level prior to discharge.

Therefore, it is concluded that the beneficial use Maintenance of Ecosystems is not precluded by the contaminants reported in the groundwater at the site.

5.7.2 Agriculture, Parks and Gardens

Most groundwater monitoring wells reported nitrate concentrations exceeding the long term trigger value for irrigation water (22.15 mg/L) and wells MW206 and MW109 also reported concentrations exceeding the lower range of trigger values for short term irrigation between 110 to 533 mg/L. Therefore, on this basis it is concluded that the beneficial use Agriculture, Parks and Gardens is likely to be precluded by elevated nitrate concentrations reported in the groundwater at


the site. It is also noted that naturally elevated concentrations of sodium and chloride in groundwater beneath the site are also likely to preclude this potential use of groundwater.

However given the presence of a high quality reticulated water supply and the proposed low density development, it is improbable that groundwater would be utilised for irrigation purposes within the development. Therefore, the beneficial use Agriculture, Parks and Gardens is not likely to be realised under the proposed setting.

The low yield obtainable from the shallow aquifer would likely preclude the use of the shallow aquifer for this purpose within the local region and given the site is located within a GQRUZ. This use is therefore unlikely to be realised in the vicinity of the site.

It is concluded that groundwater at the site is precluded with respect to the beneficial use Agriculture, Parks and Gardens as a result of off‐site sources of contamination, however this beneficial use is unlikely to be realised at the site.

5.7.3 Stock Watering

Concentrations of sulphate (up to 1,230 mg/L) exceeded the stock watering screening value of 1,000 mg/L for wells MW109, MW220, MW223 and MW225. In addition, the reported TDS of groundwater is likely to preclude the use of groundwater for this purpose for most animals

Concentrations of nitrate did not exceed the stock watering screening value of 400 mg/L, however the reported TDS of groundwater is likely to preclude the use of groundwater for this purpose for most animals.

The proposed low density development and the zoning of the Gen Fyansford site is not compatible with the keeping of livestock, therefore the beneficial use Stock Watering is not likely to be realised at the site.

5.7.4 Industrial Water Use

Industrial water uses defined in the ANZECC 1992 (Industrial Water Quality) are generic process which include: heating and cooling; hydro‐electric power generation; textile industry; chemical and allied industry; food and beverage industry; iron and steel industry; tanning and leather industry; pulp and paper industry; and, the petroleum industry.

Industrial water uses typically require large water volumes and the low yield obtainable from the shallow aquifer would prevent extraction of high flow rates of groundwater. Therefore, this beneficial use is unlikely to be realised at the site.

Concentrations of nitrate and sulphate reported in the groundwater beneath the site are likely to preclude the beneficial use Industrial Water Use for most purposes as a result of off‐site sources of contamination, however this beneficial use is unlikely to be realised at the site.

5.7.5 Primary Contact Recreation

Concentrations of nitrate (up to 119.6 mg/L) exceeded the nitrate screening values for Primary Contact Recreation (50 mg/L) provided in the NHMRC Guidelines for Managing Risks in Recreational Water (2008) for wells MW109, MW206, MW215, MW220, MW221, MW225. The possibility of installing swimming pools within the development and using groundwater for swimming pool makeup purposes cannot be ruled out, therefore it is concluded that this potential use of groundwater is precluded within the site. The site is located within a GQRUZ therefore this potential use of groundwater is unlikely to be realised.


The Groundwater SEPP states that introduced contaminants shall not cause groundwater to become corrosive to structures or building materials and particularly refers to pH, sulphate and


redox potential. Localised areas of slightly elevated sulphate concentrations have been reported in groundwater beneath the site.

Therefore, the beneficial use Buildings and Structures may be precluded at the site, however it is noted that the elevated sulphate concentrations are not considered to be derived from the site and these are attributable to background or offsite impacts. In addition, structures at the site are considered unlikely to encounter groundwater present at depths between 6.59 and 12.271 m below ground surface.


6. Clean up to the Extent Practicable (CUTEP) Determination

In accordance with Section 13.7 of EPA Publication 759.2 ‐ Guidelines for Issue of Certificates or Statements of Environmental Audit. The Auditor has undertaken a Clean Up to the Extent Practicable Assessment (CUTEP) taking into consideration the following criteria:

The site is not the source (or the likely source) of the pollution;

Beneficial Uses of the groundwater are not relevant;

Access to the site is not required to effect the only practicable clean‐up options to protect surface water from the effects of groundwater pollution (includes a practicability assessment of polluted groundwater clean‐up);

NAPL is not present on the site

These criteria are considered further in the sections below.

6.1 The Site is Not the Source of Pollution

Investigations undertaken at the site indicated that concentrations of all contaminants across the site soils were below the adopted EILs with the exception of nickel and copper at one sampling location collected during current site investigations and hexavalent chromium and sulphate within a small number of samples collected during the historical investigation, therefore on‐site soils are unlikely to be acting as a source of the groundwater contamination observed at the site.

Investigations undertaken across the larger Gen Fyansford development site indicate that Audit Area 1A appears to be a source of nitrate groundwater contamination which is migrating onto the adjacent Audit Area 1B and 1C site. In addition, Audit Area 1H appears to be a point source of hexavalent chromium groundwater contamination. It is noted that the site history indicated that both nitrate and hexavalent chromium have been discharged through air emissions over a long period of site production (over 100 years) and therefore several diffuse sources of hexavalent chromium and nitrate contamination are likely to occur over the larger Gen Fyansford development site.

The investigations undertaken across Audit Areas 1B and 1C to date indicate that this portion of the site is unlikely to pose a significant source of nitrate, sulphate and heavy metal groundwater contamination.

6.2 Beneficial Uses of Groundwater are not Relevant

The following table provides a summary of the protected beneficial uses of groundwater and their relevance to this site.

Table 10 ‐ Likelihood of Beneficial Uses Being Realised

Beneficial Use Relevance of Beneficial Uses On‐Site Off‐Site

Maintenance of Ecosystems

Aquatic ecosystems do not currently exist at the site and are considered unlikely to exist in the future

The beneficial use Maintenance of Ecosystems is an existing use due to the proximity of the Moorabool River located approximately 200m west of the site. It is considered that the distance to the potential receiving environment would provide scope for processes such as dilution, dispersion and attenuation to reduce any residual contaminant concentrations to an acceptable level prior to discharge. As the site is not considered a source of groundwater contamination the beneficial use maintenance of ecosystems is unlikely to be precluded by site contamination.

Potable Mineral The site is not located within a recognised The site is not located within a recognised mineral water


Beneficial Use Relevance of Beneficial Uses

On‐Site Off‐Site Water mineral water province, therefore this

use is not likely. province, therefore this use is not likely.

Agriculture Parks and Gardens

The proposed low density development indicates that groundwater at the site may potentially be used for irrigation purposes, however the natural sodium and chloride concentrations within groundwater are likely to preclude most irrigation uses because is likely to be suitable for very salt resistant crops/plants only. In addition, the presence of a reticulated water system indicates that this use of groundwater is unlikely to be realised on the site.

The groundwater database search indicates that no registered bores are located within a 2 km radius of the site are used for irrigation purposes, therefore this potential use of groundwater is considered unlikely to occur in the vicinity of the site. The groundwater database search indicates that 1 bore was registered for domestic/stock use which was located approximately 1.72 km north and upgradient of the site, therefore groundwater emanating from the site is unlikely to impact groundwater extracted from this well.

Stock watering

This beneficial use is considered unlikely to be realised due to the proposed low density development proposed at the site and is also inconsistent with the existing land use zoning.

The groundwater database search indicates that 1 bore was registered for domestic/stock use which is located approximately 1.72 km north and upgradient of the site, therefore groundwater emanating from the site is unlikely to impact groundwater extracted from this well

Primary Contact Recreation

It is possible that swimming pools may be constructed within the low density residential development proposed for the site, therefore the potential use of groundwater for swimming pool makeup cannot be discounted. In addition, the Moorabool River is located approximately 200 m west of the site, therefore this is also a relevant beneficial use of groundwater.

The Moorabool River is located approximately 200 m west of the site and Primary Contact Recreation is a potential existing use. However, as discussed previously, nitrate groundwater contamination reported at the site is unlikely to reach the Moorabool River, the likely point of discharge. Should offsite use of groundwater occur for this use, it is considered unlikely that groundwater contamination from the site would impact off‐site properties because all residential areas are upgradient of the site.

Industrial Water Use

The site is proposed for low density residential use, therefore this potential use of groundwater is unlikely to be realised.

The surrounding area is predominantly occupied by vacant land proposed for residential development, therefore this potential use of groundwater is not consistent with the zoning/use of the surrounding land. In addition, no registered groundwater wells located within a 2 km radius of the site were registered for this purpose.

Buildings and Structures

The foundations of the proposed low density residential development are unlikely to intersect underlying groundwater, which occurs at considerable depth.

Groundwater was encountered at depths between 6.59 and 12.271 m in the vicinity of the site, therefore it is unlikely that foundations of buildings and structures will intersect the water table as such structures will be founded at shallower depths.

Notes:

(n)‐naturally occurring

(b) background/regional pollution

NA‐not applicable

NE‐no exceedance

Therefore it is concluded that all potential beneficial uses of groundwater are considered unlikely to be realised at the site or in the immediate vicinity of the site. It is noted that the larger Gen Fyansford site is situated within a GQRUZ and therefore restrictions on groundwater use have been placed on the larger site including Audit Area 1B and 1C.

6.3 Practicability Assessment of Polluted Groundwater Clean Up

A Remediation Feasibility Study for the clean up of the nitrate, sulphate and heavy metal impacted groundwater was conducted by the Auditor in accordance with the requirements of EPA Publication 840.1 ‐ The Clean Up and Management of Polluted Groundwater and this included an


assessment of the practicability of clean up options with respect to the financial, logistical and technical considerations of each remediation method. This review included three remedial options as follows:

Ion Exchange;

Reactive Barrier; and

Pump and Treat;

These options are expanded and illustrated further in the Table 11.

Although the outlined options are technically feasible, it is not considered practical to implement groundwater remediation measures at the site for the following reasons:

The contamination is potentially diffuse and of low concentration and the aquifer is of low to very low permeability. This would require an extensive extraction and monitoring network for the preferred approach to be successful.

The medium term implementation of this approach would restrict the development of the site.

Physical limitations of the aquifer will likely limit the success of all applied technologies within a reasonable timeframe.

The cost of implementing a remediation approach at this site is not commensurate with the risk posed by the relatively low nitrate, sulphate and heavy metal concentrations and limited risk to offsite beneficial uses.

It is improbable that beneficial uses of groundwater will be realised within the site due to the moderate salinity of the groundwater, low yield obtainable for the shallow aquifer and the presence of a high quality reticulated water supply within the development site.

EPA has declared a GQRUZ for the larger Gen Fyansford development, therefore this will restrict the approval to extract groundwater from the vicinity of the site for extractive purposes.

The site is proposed to be developed for low‐density residential purposes, therefore the extraction and use of groundwater can be prevented by management conditions and on this basis, no exposure to the impacted groundwater is likely to occur.

As a result, it is considered that implementation of an active groundwater remediation is not justified on the basis of the low potential for success, the high costs associated with remedial actions and the low risk presented by the residual contamination to both human health and the environment. Natural attenuation, through either biological or physical processes, is expected to mitigate the impacts of the residual nitrate, sulphate and heavy metals in the longer term.


Table 11 ‐ Likelihood of Beneficial Uses Being Realised Ion Exchange Pump and Treat Reactive Barrier

Description Ion exchange involves the extraction of groundwater and physical separation of the nitrate ions from the aqueous phase by replacing them with the anion present in the ion exchange resin. As contaminated water is passed through the resin, contaminant ions are exchanged for other ions, most often chlorides in the resin.

Extraction and removal of groundwater through extraction wells installed across the source area. Above ground treatment of water through ex situ treatment system and reinjection of the treated water into the aquifer.

Removal of oxygen from the aquifer to facilitate the bio‐utilisation of NO3 for bacterial respiration through the placement of a reactive barrier which releases organic substrates into the aquifer in multiple locations across the plume to cover the entire plume.

Technical Considerations

Requires installation of extraction wells. May have limitations in low permeability aquifer due to the low rate of water removal and slow removal of contamination. Treated water may be suitable for re‐injection or trade waste disposal. Remaining brine enriched water will need to be disposed off‐site

Requires installation of extraction wells. May have limitations in low permeability aquifer due to the low rate of water removal and slow removal of contamination.

Required extensive engineering controls. The permeable barrier is likely to require replacement in the future. Possible limitations in low permeability aquifers due to limits of amounts of substrate which can be injected and potential limitation of contact area. Requires detailed bench and pilot testing.

Financial Considerations

Set up costs Operation Ongoing Management Total

$750,000 $650,000 $200,000 $1,600,000


$450,000 $550,000 $200,000 $1,200,000


$1,250,000 $250,000 $200,000 $1,700,000

Logistical Considerations

Mobilisation and commissioning of an available treatment system. Access required to on‐site wells during and after development. This will not be readily achievable under the proposed development unless development is delayed.

Mobilisation and commissioning of an available treatment system. Access required to on‐site wells during and after development. This will not be readily achievable under the proposed development unless development is delayed.

Access required to on‐site wells during and after development. This will not be possible under the proposed development unless development is delayed.

Ongoing management Groundwater Quality Management Plan (GQMP). Monitoring and assessment of reducing trends and shrinking plume.

Required during treatment works and an ongoing GQMP.

Required during treatment works and an ongoing GQMP.

Timing (for restoration of beneficial uses)

2‐3 years for active remediation, possibly 2‐10 years for ongoing monitoring post remediation

2‐3 years for active remediation, possibly 2‐10 years for ongoing monitoring post remediation

At least 2 years and potentially much longer, and 2‐10 years for on‐going monitoring


6.4 LNAPL is not Present at the Site

LNAPL was not identified to be present in groundwater beneath the site.

6.5 Precluded Beneficial Uses

Section 5.7 of this report provided an assessment of risks with respect to the beneficial uses of groundwater. A summary of the precluded beneficial uses associated with off‐site sources of contamination is provided in the following table.

Table 12 ‐ Precluded Beneficial Use Summary Table Precluded Beneficial Use Contaminant(s) Mineral water NA

Agriculture, parks and gardens Nitrate, chloride (n) and sodium (n) Stock watering Sulphate (b)

Primary contact recreation Nitrate, chloride (n), sodium (n) and sulphate (b) Industrial water use Nitrate (b) and sulphate (b)

Buildings and structures Sulphate (b)

Notes

(n)‐naturally occurring

(b)‐background/regional pollution

NA‐not applicable

NE‐no exceedence

6.6 Extent of Groundwater Quality Restricted Use Zone (GQRUZ)

Subsequent to the CUTEP determination reached for Audit Area 1A (3rd February 2015), EPA has declared a GQRUZ for the larger Gen Fyansford development site , the boundaries of the GQRUZ are reproduced in Figure 6 of this Audit Report. Therefore, Audit Area 1B and 1C occur within the boundary of the GQRUZ.

6.7 Management of Polluted Groundwater

The Auditor considers that the polluted groundwater identified at the site can be managed appropriately into the future as follows:

The audit site has been identified as a GQRUZ to prevent future installation of groundwater wells for extractive use on the site;

The following condition has been included in the Statement of Environment Audit to ensure that future occupiers of the site are aware of the restrictions as follows:

Groundwater at the site is polluted and must not be extracted for the beneficial uses of; agriculture, parks and gardens; stock watering; industrial water use; or primary contact recreation.

An on‐going management plan has not been recommended given that the site is not the source of groundwater contamination reported at the site.

6.1 Auditor Determined CUTEP Conclusions

In accordance with Section 13.7 of EPA Publication 759.2 Environmental Auditor (Contaminated Land) Guidelines for Issue of Certificates and Statements of Environmental Audit, the Auditor has undertaken an Auditor determined clean up of groundwater to the extent practicable (CUTEP) assessment. The following criteria were taken into account and have been met with respect to groundwater contamination at the site:

The site is not a source site.

The beneficial uses of groundwater are 'not relevant'.


Access to the site is not required to effect the only practicable clean‐up options to protect surface water from the effects of groundwater pollution, and;

NAPL was not measured on site.

A GQRUZ has been declared by EPA which encompasses the larger Gen Fyansford development and includes the current boundaries of the Audit Areas 1B and 1Csite, the extent of which is provided in Figure 6 of this report.

A condition has been imposed precluding the extraction of groundwater for the following beneficial uses: agriculture, parks and gardens; stock watering; industrial water use; or primary contact recreation.


7. Data Quality Objectives

The ESA reports prepared by ESG appropriately outlined the Data Quality Objectives (DQO) process presented in AS 4482.1, which is also presented in the ASC NEPM, including the 7 step DQO process. As part of determining the adequacy of the investigations, the Auditor reviewed the DQOs using the 7 step process, as detailed below:

1. State the Problem: The primary objective of the investigations was to characterise the nature and extent of potential contamination issues identified during the Site History Review and previous investigations of the site to the extent that there is a defensible basis for assessing the ultimate goal of the study (see Point 2).

2. Identify the Decision/Goal of the Study: The ultimate goal of the environmental investigation is to determine:

a. whether or not the condition of the Site is detrimental to the objectives of SEPP (Land), SEPP (Groundwaters), SEPP (Waters), SEPP (Ambient Air) and SEPP (Air Quality);

b. whether the condition of the Site precludes the proposed development; and

c. if the condition of the Site is detrimental to the objectives of SEPPs and/or preclusive of the proposed development, what clean up work is necessary.

3. Identify the Information Inputs:

a. On the basis of the investigations undertaken, the primary media of concern are soil (inclusive of soil gas) and groundwater . As previously stated, a broad range of potential contaminants are a concern due to the nature of the potentially contaminating activities.

b. A tiered risk assessment approach is conducted in accordance with the ASC NEPM.

To assess soil contamination, Tier 1 criteria are sourced from SEPP (Land) and guidance documents referred to in SEPP (Land).

To assess groundwater contamination, Tier 1 criteria are sourced from a range of references based upon SEPP (Groundwater), SEPP (Waters) and guidance documents referred to in these SEPPs.

Where Tier 1 criteria are not available for a particular contaminant and/or exposure scenario, alternative Tier 1 criteria are sourced or qualitative assessments are relied upon on a case by case basis.

4. Define the Boundaries of the Study:

a. The spatial boundaries of the study are the boundaries of the Site and any land affected by contamination emanating from the Site.

b. The temporal boundaries of the study are from the time the Audit commenced to the time of this report.

5. Develop the Analytical Approach:

a. The analytical results are initially compared to Tier 1 criteria on a sample by sample basis.

b. Where Tier 1 criteria are exceeded, consideration is given to discretisation of the data set by area/lithology and summary statistics (i.e. average, standard deviation, magnitude above Tier 1 criteria).


c. Risks will be deemed acceptable without further assessment where:

i. All results are below Tier 1 criteria;

ii. Where Tier 1 criteria are exceeded in individual samples, for each discretised set of data the average concentration is less than the Tier 1 criteria, the standard deviation is less than 50% of the average and the magnitude of the exceedance is less than 250% (for soil only).

d. Where further assessment is necessary, the need for surface water and/or air investigations is initially assessed using a qualitative approach on a case by case basis.

6. Specify Performance or Acceptance Criteria: The Auditor established a set of Data Quality Indicators (DQIs) on the basis of the ASC NEPM. These DQIs are defined in Table 13.

7. Develop the Plan for Obtaining Data: On the basis of steps 1‐6, the Auditor considered that the most effective sampling and analysis design would be as follows (detail only provided for aspects of DQIs which are project specific):

a. Soil:

i. A probability based investigation was deemed most appropriate to investigate the Audit Area 1B and 1C site larger area of the site. For a property with the area of the Audit Area 1B and 1C Site, AS4482.1 recommends thirty‐five locations in order to determine detect representative circular hotspots using a square grid with 95% confidence. The Auditor determined that 46 grid based locations would be appropriate in this case. In addition, fifteen sampling locations were also targeted to potential areas of concern identified in the site history.

ii. The boreholes should be extended to the depth necessary to delineate the vertical extent of fill material, and if necessary the vertical extent of any natural soils displaying visual/olfactory evidence of contamination.

iii. Sample analysis should be predominantly focused on metals, nitrate and sulphate, with a broader range of organic contaminants to also be assessed at lower rates.

iv. To allow for the derivation of site specific Ecological Investigation Levels (EILs), representative fill material and natural samples should be analysed for % clay, Cation Exchange Capacity (CEC) and pH.

b. Groundwater:

i. To assess the contamination status of groundwater, at least three appropriately spaced groundwater monitoring wells should be installed in order to assess the groundwater flow direction and contamination concentrations at up gradient/down gradient locations. Groundwater wells should also be located in identified areas of potential concern.

ii. Due to the broad range of contamination concerns associated with offsite sources, groundwater samples should be analysed for a suite of metals and non‐metallic inorganics (e.g. nitrogen species, cyanide, major ions).

iii. At least two rounds of groundwater monitoring should be conducted.


8. Quality Assurance/Quality Control

The Auditor has undertaken a review of the Quality Assurance and Quality Control (QA/QC) documentation presented by ESG and reviewed their procedures to verify the integrity of the data presented. A detailed summary of this review is provided in Table 13 overleaf.

8.1 Conclusions on QA/QC

It is concluded that the overall data quality is acceptable and is considered reliable to draw conclusions regarding the environmental condition of the site.


Table 13 ‐ Review of QA/QC QA/QC Item Information Provided by Assessment Consultant Auditor’s comments

Work Plan A work plan was provided for the various stages of investigation undertaken by ESG. The Auditor was engaged subsequent to the investigations undertaken by GHD (1999) and ERM (2004) and therefore was unable to provide comments specifically associated with the investigations undertaken at that time.

Following the incorporation of amendments recommended by the Auditor, the work plan was considered to be adequate for the purposes of the audit.

Field Procedures ESG standard field procedures were provided in the ESA reports and the Auditor observed adopted sampling procedures during the inspections of the site.

The Auditor reviewed ESG sampling procedures and is satisfied that these were consistent with current industry practice.

Laboratories used and NATA accreditation

Eurofins MGT was used as the primary laboratory for the analysis of soil and groundwater samples collected by ESG during the ESA. Envirolab were used as a secondary or quality control laboratory. Laboratory Reports are provided in the appendices of the ESA reports prepared by ESG.

NATA certification stamps were present on all laboratory reports.

Holding times The laboratory reports provided in the appendices of the ESG report indicate whether samples have been received and/or extracted/analysed within specified holding times.

All of the collected samples were extracted and analysed within specified holding times with the exception of the following:

Eurofins MGT Report 415895 for pH (1‐2 days) and % clay (13‐14 days);

Eurofins MGT Report 416037 for %clay (7 days);

Eurofins MGT Report 418282 for VOCs (1 day for samples collected on 12 May 2014 and pH (1‐2 days);

Eurofins MGT Report 418864 for moisture, TRH, PAH, OP, phenols (7 days), VOCs (14 days), cyanide (9 days) and pH (15 days);

Eurofins MGT Report 418950 for nitrate as N and sulphate as S (22 ‐23) days for SB19‐01, SB29‐01, SB21‐01 and SB26‐01.

The Auditor notes that with the exception of VOCs for a small number of samples, the remainder of the contaminants were not volatile and therefore the holding time breaches are considered unlikely to have affected the results obtained to a significant degree. The data reported for these samples was reviewed by the Auditor and was considered unlikely to impact the outcome of the Audit.

QC Testing – Blind Duplicate Soil Samples

Twelve blind duplicate pairs of soil samples {(SB107‐01 and SBQC‐09); (SB1B16 and SBQC‐01); (SB1C20‐01 and SBQC‐19); (SB1B21‐01 and SBQC‐07); (SB1B37‐01 and SBQC‐05); (SB1C36‐01 and SBQC‐15), (SB1C40‐01 and

Soil blind duplicate samples were analysed variously for metals (arsenic, cadmium, chromium, hexavalent chromium, copper, lead, mercury, nickel and zinc), TRH, BTEX, PAH, nitrate and sulphate. Blind duplicates were analysed at a rate greater than the minimum 5% required in AS4482.1‐


QA/QC Item Information Provided by Assessment Consultant Auditor’s comments

SBQC‐11), (SB1B52‐01 and SBQC‐21), (SB1B27‐01 and SBQC‐23), (MW222‐01 and MWQC‐01), (SB1B51‐01 and SBQC‐01) and (TP7‐0.5 and QC01)} were collected during the ESA investigations undertaken by ESG.

2005. All reported RPDs, where they could be calculated, were within the acceptable range provided in AS4482.1‐2005 with the exception of the following:

TPH fraction C29‐C36 (63%) for sample pair SB1B16‐01 and SBQC‐01;

Sulphate as S (71%) for sample pair SB1221‐01 and SBQC‐07;

Arsenic (53%) for sample pair SB1B27‐01 and SBQC‐23;

Arsenic (73%) for sample pair MW222‐01 and MWQC‐01; and

Arsenic (82%) for sample pair TP7‐0.5 and QC01.

In all cases it was noted that elevated RPDs were attributed to small differences in reported low contaminant concentrations and therefore were considered unlikely to affect the results of the assessment.

QC Testing – Split Duplicate Soil Samples

Eleven split duplicate pairs of soil samples {(SB107‐01 and SBQC10), (SB1B16 and SBQC‐02), (SB1C20‐01 and SBQC‐20), (SB1B21‐01 and SBQC‐08), (SB1B37‐01 and SBQC‐06), (SB1C36‐01 and SBQC‐16), (SB1C40‐01 and SBQC‐12), (SB1B52‐01 and SBQC‐22), (SB1B27‐01 and SBQC‐24),( MW222‐01 and MWQC‐02), (SB1B51‐01 and SBQC‐02) and (TP07‐0.5 and QC02)} were collected during the ESA Investigations undertaken by ESG.

The soil split duplicate samples were analysed variously for metals (arsenic, cadmium, chromium, hexavalent chromium, copper, lead, mercury, nickel and zinc), TRH, BTEX, PAH, nitrate and sulphate. Split duplicates were analysed at a rate greater than the minimum 5% required in AS4482.1‐2005. All reported RPDs, where they could be calculated, were within the acceptable range provided in AS4482.1‐2005 with the exception of the following:

Zinc (65%) for sample pair SB1C20‐01 and SBQC‐20;

Arsenic (81%) for sample pair SB1B21‐01 and SBQC‐08;

Arsenic (105%) for sample pair SB1C36‐01 and SBQC‐16;

Arsenic (56%) and zinc (67%) for sample pair SB1C40‐01 and SBQC‐12;

Sulphate as S (74%) for sample pair SB1C53‐01 and SBQC‐13;

Arsenic (57%) for sample pair SB1C27‐01 and SBQC‐24;

Chromium (62%) and zinc (70%) for sample pair SB1B51 and SBQC‐02; and

Arsenic (98%) for sample pair TP7‐0.5 and QC02.

In all cases it was noted that elevated RPDs were attributed to small differences in reported low contaminant concentrations and therefore were considered unlikely to affect the results of the assessment.

QC Testing – Blind Duplicate Groundwater Samples

Blind duplicate samples have been collected for each round of groundwater monitoring in accordance with the rate recommended in AS4482.1‐2005. It is noted however, that groundwater monitoring wells located within Audit Areas 1B and 1C formed a part of a much larger monitoring network for the larger Gen Fyansford development site. Therefore, blind

The groundwater blind duplicate samples were analysed variously for: TPH, BTEX, VOC, phenols, ammonia, chloride, fluoride, nitrate, phosphate, sulphate, major ions and cations, metals (aluminium, arsenic, cadmium, chromium, hexavalent chromium, lead, mercury, nickel, molybdenum, selenium, silver, tin and zinc), OCP, PAH, PCB, phenols and solvents. All reported RPDs, where they could be calculated, were within the acceptable range provided in AS4482.1‐2005 with the exception of the following:

Ammonia as N (47%), arsenic (127%), nickel (58%), zinc (74%) for sample pair GW14 and



duplicate samples were collected from selected wells to verify the overall dataset and on this basis not all duplicate samples have been collected from wells located in Audit Areas 1B and 1C, nevertheless are still considered appropriate to validate the overall data set obtained. Twelve blind duplicate pairs of groundwater samples {(GW03/QC1A), (GW14 and MWQC01), (GW03 and MWQC01), (GW33 and QC01), (MW210 and QC11), (MW209 and QC03), (MW102 and QC13), (MW214 and QC01), (MW202 and QC01), MW218 and QC01), (MW223 and QC01) and (MW215 and QC03).

MWQC01;

Calcium (108%) for sample pair GW03 and MWQC01;

Ammonia as N (67%) for sample pair MW210 and QC11;

Copper (67%) for sample pair MW209 and QC03;

Zinc (67%) for sample pair MW102 and QC13;

Phosphate as P (60%) for sample pair MW214 and QC01; and

Nitrate as N (108%), sulphate as S (62%) and nickel (83%) for sample pair MW223 and QC01.

In most cases it was noted that elevated RPDs were attributed to small differences in reported low contaminant concentrations and therefore were considered unlikely to affect the results of the assessment.

QC Testing – Split Duplicate Groundwater Samples

Split duplicate samples have been collected for each round of groundwater monitoring in accordance with the rate recommended in AS4482.1‐2005. It is noted however, that groundwater monitoring wells located within Audit Areas 1B and 1C formed a part of a much larger monitoring network for the larger Gen Fyansford development site. Therefore, blind duplicate samples were collected from selected wells to verify the overall dataset and on this basis not all duplicate samples have been collected from wells located in Audit Areas 1B and 1C, nevertheless are still considered appropriate to validate the overall data set obtained. Twelve split duplicate pairs of groundwater samples {(GW03/QC1B), (GW14 and MWQC02),(GW03 and MWQC02), (GW33 and QC02), (MW210 and QC12), (MW209 and QC04), (MW102 and QC14), (MW214 and QC02), (MW202 and QC02), MW218 and QC02), (MW223 and QC02) and (MW215 and QC04).

The groundwater split duplicate samples were analysed variously for: TPH, BTEX, VOC, phenols, ammonia, chloride, fluoride, nitrate, phosphate, sulphate, major ions and cations, metals (aluminium, arsenic, cadmium, chromium, hexavalent chromium, lead, mercury, nickel, molybdenum, selenium, silver, tin and zinc), OCP, PAH, PCB, phenols and solvents. All reported RPDs, where they could be calculated, were within the acceptable range provided in AS4482.1‐2005 with the exception of the following:

Nickel (53%) and zinc (67%) for sample pair GW14 and MWQC02;

Nitrate as N (53%) for sample pair GW03 and QC1B;

Aluminium (199%) calcium (156%) and copper (197%) for sample pair GW03 and MWQC02,

Ammonia as N (67%) for sample pair MW210 and QC12;

Arsenic (67%) and copper (120%) for sample pair MW209 and QC04;

Copper (80%) and nickel (167%) for sample pair MW214 and QC02;

Arsenic (91%) and potassium (67%) for sample pair MW202 and QC02;

Aluminium (67%) and copper (133%) for sample pair MW218 and QC02;

Nitrate as N (84%), sulphate as S (65%), nickel (124%) for sample pair MW223 and QC02; and

Arsenic (133%) for sample pair MW215 and QC04.

In most cases it was noted that elevated RPDs were attributed to small differences in reported low contaminant concentrations and therefore were considered unlikely to affect the results of the assessment.

Laboratory Internal QC Laboratory reports were provided in the appendices of the ESG ESA reports. All laboratories performed

The results of the internal laboratory QC testing were generally considered acceptable and can be summarised as follows:



internal QC procedures, including adequate testing for method blanks, laboratory duplicates and matrix spikes.

‐ RPD values for duplicate sample testing were all between 0 and 30%,some elevated RPDs were noted to occur.. It was noted that elevated RPDs were attributed to small differences in reported low contaminant concentrations and therefore were considered unlikely to affect the results of the assessment. ‐ blank sample analytical results were all below the LORs. ‐ spike recoveries ranged from 70 to 130%. Some exceptions were noted, however these were considered unlikely to affect the reported results because the outliers were reported for contaminants which were not of potential concern at the site.

Rinsate Blanks Nine rinsate blank was collected as part of the various stages of soil and groundwater investigations undertaken by ESG.

Rinsate blanks were analysed variously for: BTEX, VOC, ammonia, chloride, cyanide, nitrate, phosphate, sodium, sulphate, major anions and cations, metals (aluminium, arsenic, cadmium, chromium, hexavalent chromium, lead, mercury, nickel, molybdenum, selenium, silver, tin and zinc), OCP, PAH, phenols, PCB, solvents and TPH. All results were below laboratory detection limits and therefore indicate that decontamination procedures were undertaken appropriately.

Trip Blanks It is noted that Trip Blank samples were not collected by ESG, The Auditor does not consider this to represent a critical issue on the basis of the site history and cumulative evidence for potentially significant volatile contamination (i.e. low potential).

Sample Tracking Chain of Custody documents were provided in the appendices of the Alpha Environmental reports.

Chain of Custody forms were all present and completed correctly.

Sample Preservation and Storage

ESG standard field procedures were provided in the assessment reports.

The standard field procedures specified appropriate sample preservation and storage methods.

Volatile Losses ESG have described their field procedures within the assessment report.

ESG field procedures specified sampling methodologies to minimise the loss of volatiles.

Data Transcription Summary Results Tables provided within the ESG reports.

Laboratory reports were generally correctly transcribed into the summary table. Where errors were noted these did not affect the conclusions of the assessment.

Laboratory Detection Limits Laboratory reports are provided in the appendices of the assessment report.

All detection limits were appropriate to determine the contamination status of soils and groundwater across the site.


9. Audit Conclusions

The Auditor has reviewed the environmental investigations of a portion of the Gen Fyansford Development known as Audit Area 1B and Audit Area 1C completed by ESG which has provided objective information upon which judgment can be made regarding the suitability of the site for the intended use.

A statutory environmental audit was required to be completed in accordance with Part IXD of the Environment Protection Act 1970 in order to comply with Planning Conditions issued by the Greater Geelong City Council which indicate that the site is subject to an EAO and therefore, to determine the suitability of the site for its proposed use.

The site is proposed to be developed for low density residential use.

9.1 Site History

The site history completed by ESG indicated that the site has a long history associated with the manufacture of cement. The original factory was established in 1890 on the south side of Hyland Street.

In 1924, the new plant began construction on the north side of Hyland Street (current vicinity of Audit Areas 1B and 1C).

Geelong cement works (operated by Adelaide Brighton Cement) was closed in 2001 and an initial stage of demolition/deconstruction works was tendered to Moltoni Demolition Pty Ltd.

During the period 2004 to 2010, above ground structure removal/demolition was undertaken, environmental site assessments and partial level 1 geotechnical and environmental reinstatement of the main factory area was undertaken as part of the site redevelopment by Moltoni Corporation.

In 2010, rehabilitation works were suspended due to financial constraints and the land has remained vacant until the present time.

9.2 Data Quality

The QA/QC activities undertaken by ESG provide confidence that the testing of the soils, and groundwater was adequately representative of the conditions at the site and enabled the conclusions reached herein.

9.3 Soil Assessment

The investigation of the combined Audit Area 1B and 1C site comprised the collection of soil samples at forty six grid and fifteen targeted locations across the site. Samples were collected from both fill and natural soils across the site to a maximum depth of approximately 7.0 m and analysed for a broad range of inorganic and organic contaminants. The soil investigation and sampling density for the broader site adopted by ESG complied with the minimum requirement for site characterisation stipulated in AS4482.1.

The grid sampling and analysis program undertaken by ESG was considered appropriate to identify broad scale contamination identified in the site history review.

9.4 Current Status of On Site Soils

The results of the soil testing across the site have shown that soils remaining on‐site reported contaminant concentrations for all analytes below the adopted ecological screening levels (ASC NEPM EIL) and the adopted human health screening levels (ASC NEPM ‘A’ and ‘B’ HILs), with the exception of a slightly elevated copper concentration (450 mg/kg) within surface soils at sampling


location MW215. This minor and localised impact was not considered to pose a risk to the environment or human health.

9.5 Asbestos Containing Materials

No visible asbestos or potential asbestos containing materials were observed within the soils at across the Audit Area 1B and 1C site with the exception of a few fragments of potential asbestos containing material (ACM) up to approximately 50mm were observed on a stockpile (SP11 South) located near the eastern portion of Audit Area 1C. ESG removed the fragments from the stockpile which were subsequently disposed off‐site. In accordance with the CEMP, the stockpiled materials are proposed to be screened prior to reuse and validated by an Occupational Hygienist to ensure any asbestos fragments encountered are appropriately addressed.

The CEMP outlines appropriate management procedures should asbestos be encountered during bulk earth works proposed to be undertaken at the site.

9.6 Risks to Beneficial Uses of Land

In accordance with EPA requirements, the Auditor has considered all potential beneficial uses of the land. A summary of the Auditor’s assessment of beneficial uses is provided below. It is noted that Maintenance of Natural Ecosystems is not considered to be a relevant beneficial use due to the significant human disturbance of the site by historical activities and the unlikely establishment of Natural Ecosystems following the redevelopment of the site.

9.6.1 Maintenance of Modified Ecosystems and Maintenance of Highly Modified Ecosystems

The site is likely to contain ecosystems which have been modified by the historical use of the site. Therefore Maintenance of Highly Modified Ecosystems and Maintenance of Modified Ecosystems are considered to be beneficial uses requiring protection at the site.

Concentrations of copper exceeded the adopted EIL at one sampling location within surficial soils. A statistical assessment of the concentrations indicated that the mean, standard deviation and 95% UCLmean for copper did not exceed the site specific ASC NEPM EIL values. On this basis it was concluded that the beneficial uses Maintenance of Modified Ecosystems and Maintenance of Highly Modified Ecosystems are not precluded at the site.

9.6.2 Human Health

The proposed development of the site comprises a low density residential development. Exposure to the soils at the site by future occupants and/or construction and maintenance workers may occur and so Human Health is considered to be a beneficial use requiring protection at the site.

Concentrations of all contaminants were reported to be below the ASC NEPM 'A' HILs and the ASC NEPM 'B' HILs. Therefore the beneficial use of Human Health is not precluded for all potential land uses.


Soil analytical results for pH reported concentrations within the respective screening range for this beneficial use, however elevated sulphate concentrations are likely to remain at depths greater than 2 metres at a small number of locations. Therefore the beneficial use Buildings and Structures may be precluded within localised areas at depths greater than 2 metres. The elevated sulphate concentrations were considered unlikely to be of significant concern to structures and foundations given that the entire Audit Area 1B and 1C requires the placement of between 0.5 and 5.5 metres of fill to achieve final finish levels.


9.6.4 Aesthetics

Several locations across Audit Area 1B and 1C have reported abundant concrete fragments, limestone gravels and basaltic aggregate within surface soils that are considered to be unsuitable for sensitive use from an aesthetic perspective.

These aesthetically unacceptable materials have not been removed to date because significant bulk earth works comprising filling (between 0.5 and 5.5 metres) is required to be undertaken to achieve the final finish levels over the larger development site. On this basis, a CEMP has been prepared to ensure that the final surface levels are achieved as proposed and that the filling of the site is undertaken with suitable materials to ensure there is no adverse risk posed to future residents or the environment.

9.6.5 Production of Food, Flora and Fibre

Garden areas may be established as part of the development of the site for residential purposes. Concentrations of a range of contaminants did not exceed the respective ASC NEPM EIL screening values with the exception of copper (450 mg/kg) at one sampling location which was considered to be localised in extent and therefore on this basis it was concluded that the beneficial use Production of Food, Flora and Fibre is not precluded at the site.

9.7 Risks to Beneficial Uses of Groundwater

Groundwater was sampled and tested at nine on‐site locations (MW109, MW206, MW212, MW215, MW220, MW221, MW222, MW223 and MW225) over seven rounds of monitoring. The results of groundwater testing have indicated that a number of contaminants including copper, hexavalent chromium, nickel, zinc, chloride, nitrate, sulphate and sodium exceeded the nominated beneficial use assessment criteria for one or more on‐site wells.

Of these contaminants, nitrate and hexavalent chromium are considered to have been derived from one or more potential off‐site sources of contamination. The remaining contaminants (copper, nickel , zinc, sodium, chloride and sulphate) are considered to be associated with regional pollution or background aquifer conditions.

The following table provides a summary of the assessment of beneficial uses with respect to reported contamination in groundwater at the site.

Table 14 ‐ Groundwater Beneficial Use Summary Protected Beneficial Use

Contaminants Exceeding Relevant Screening Values

Relevance of Beneficial Use Existing Use

Beneficial Use Precluded by Pollution

Maintenance of Ecosystems

Copper, hexavalent chromium, nickel, zinc and nitrate.

Groundwater from the site is likely to discharge to Moorabool River located approximately 200 m to the west of the site.

Yes No. However, the site was determined not to be a source of copper, hexavalent chromium, nickel, zinc and nitrate groundwater contamination.

Mineral Water Not applicable The site is not located within a recognised mineral water province.

No Not applicable

Agriculture, Parks and Gardens

Nitrate, sodium and chloride

The potential low aquifer yield makes this use unlikely.

No Yes. However, the site was determined not to be a source of nitrate, sodium and chloride contamination.


Protected Beneficial Use

Contaminants Exceeding Relevant Screening Values

Relevance of Beneficial Use Existing Use

Beneficial Use Precluded by Pollution

Stock Watering Sulphate and TDS Unlikely to be realised in an urban environment and is not consistent with the designated zoning of the site. The groundwater database search results indicate that 1 well within a 2 km radius of the site is registered for domestic and/or stock watering use. However, the well was located 1.72km north and upgradient of the site, therefore groundwater emanating from the site is unlikely to impact groundwater extracted from this well.

Yes Yes. However, the site was determined not to be a source of sulphate and TDS contamination.

Industrial Use Nitrate, sulphate and TDS The potential low aquifer yield makes industrial use of water unlikely.

No Yes. However, the site was determined not to be a source of nitrate, sulphate and TDS groundwater contamination.

Primary Contact Recreation

Nitrate It is possible that swimming pools may be constructed within the low density residential development proposed for the site, therefore the potential use of groundwater for swimming pool makeup cannot be discounted. In addition, the Moorabool River is located approximately 200 m west of the site, therefore this is also a relevant beneficial use of groundwater.

Yes Yes. However the site was determined not to be a source of nitrate groundwater contamination.

Buildings and Structures

Sulphate Excavations and footings are unlikely to encounter groundwater at the site

No Yes. However the site was determined not to be a source of sulphate groundwater contamination.

9.8 Auditor Determined CUTEP

In accordance with Section 13.7 of EPA Publication 759.2 Environmental Auditor (Contaminated Land) Guidelines for Issue of Certificates and Statements of Environmental Audit, the Auditor has undertaken an Auditor determined CUTEP assessment. The following criteria were taken into account and have been met with respect to groundwater contamination at the site:

The site is not a source site.

The beneficial uses of groundwater are 'not relevant'.

Access to the site is not required to effect the only practicable clean‐up options to protect surface water from the effects of groundwater pollution, and;

NAPL was not measured on site.


A GQRUZ has been declared by EPA which encompasses the current boundaries of the larger Gen Fyansford site which includes Audit Areas 1B and 1C.

A condition has been imposed precluding the extraction of groundwater for the following beneficial uses protected under SEPP Groundwaters of Victoria Segment B; agriculture, parks and gardens; stock watering; primary contact recreation; and industrial water use.

9.9 Air Quality

No contamination has been identified which warrants air investigations. The Auditor considers that the condition of the Site is not detrimental to the objectives of SEPP (Ambient Air) and SEPP (Air Quality).

9.10 Surface Water Quality

No surface water bodies were identified within the site boundaries. The nearest surface water body is the Moorabool located approximately 200 m to the west of the site. No significant soil contamination was identified within surface soils which may lead to run off into surface water bodies. Audit Area 1B and 1C was not the source of groundwater contamination identified beneath the site. Therefore, the Auditor considers that the beneficial uses associated with the SEPP (Waters of Victoria) are not precluded.

9.11 Geotechnical Issues

This Environmental Audit report does not address the geotechnical issues associated with development of the site. The site owner is therefore advised to seek independent geotechnical advice regarding the suitability of the site for its intended use and the suitability of any placed, backfill materials, or any other matters relevant to the geotechnical stability of the site.

9.12 Summary of Conclusions

The Auditor is therefore of the opinion that the site is suitable for the beneficial uses associated with Sensitive use (other), Sensitive use (High density), Recreation / Open space use, Commercial and Industrial subject to the following conditions attached thereto:

Condition 1: Groundwater at the site is polluted by off‐site sources and must not be extracted for

the beneficial uses of: agriculture, parks and gardens, stock watering; primary

contact recreation or industrial water use.

Condition 2: The Construction Environmental Management Plan (CEMP) prepared by ESG

Environmental, Version 3.1 January 2015 must be implemented. (Annexure 2).

Condition 3: An environmental Auditor (appointed under Part IXD of the Environmental

Protection Act 1970) must confirm in writing to EPA and the planning authority that

the finish surface levels have been achieved in accordance with the CEMP.

The condition of the site is detrimental or potentially detrimental to any (one or more) beneficial uses of the site. Accordingly, I have not issued a certificate of environmental audit for the site in its current condition, the reasons for which are presented in the environmental audit report. The terms and conditions that need to be complied with before a certificate of environmental audit may be issued are set out as follows:

Groundwater at the site would need to be remediated to restore all beneficial uses.

Aesthetically impacted fill material would need to be removed from site.


10. References

Australian & New Zealand Environment & Conversation Council and Agriculture & Resource Management Council of Australia and New Zealand (2000). Australian and New Zealand Guidelines for Fresh and Marine Water Quality. National Water Quality Management Strategy

EPAV (2006). Hydrogeological Assessment (Groundwater Quality) Guidelines, Publication 668, September 2006.



EPAV (2009). Environment Protection (Industrial Waste Resource) Regulations 2009. EPA Publication IWRG700 ‐ June 2009.

EPAV (2009). Industrial Waste Resource Guidelines. Soil Hazard Characterisation and Management. EPA Publication IWRG621 ‐ June 2009.

EPAV (2009). Industrial Waste Resource Guidelines. Soil Sampling. EPA Publication IWRG702 ‐ June 2009.


EPAV (2013). Environmental Auditor Guidelines, Provision of Environmental Auditor Reports, Certificates and Statements. EPA Publication 1147.1, December 2014.


MHSPE (2008). Soil Remediation Circular 2006, as Amended 1st October 2008, Ministry of Housing, Spatial Planning and Environment.

National Health and Medical Research Council and Natural Resource Management Ministerial Council (2013). Version 2.0 updated December 2013. Australian Drinking Water Guidelines 2011. National Water Quality Management Strategy.

National Environment Protection Council (NEPC 2013). National Environment Protection (Assessment of Site Contamination) Measure 1999, as amended 2013.

Standards Australia (2005). Australian Standard, Guide to the sampling and investigation of potentially contaminated soil. Part 1: Non‐volatile and semi‐volatile compounds. AS4482.1 ‐ 2005.

Standards Australia (1999). Australian Standard, Guide to the sampling and investigation of potentially contaminated soil. Part 2: Volatile Substances. AS4482.2 ‐ 1999.

Victorian Government (1970). Environment Protection Act 1970: Act No. 8056/1970. Printing and Publishing Services Victoria.

Victorian Government (1997). State Environment Protection Policy ‐ Groundwaters of Victoria. Victorian Government Gazette No. S160 17.

Victorian Government (2002). State Environmental Protection Policy (Prevention and Management of Contaminated Land). Victorian Government Gazette No. S95.

Victorian Government (2003). State Environment Protection Policy (Waters of Victoria). Victorian Government Gazette No. S107 Wednesday 4th June 2003.


Victorian Government (2009). Environment Protection (Industrial Waste Resource) Regulations 2009.


Figures

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Job No: SG081577Client: ICD PropertyVersion: DraftDrawn By: TB

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Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaSITE LOCATION PLAN

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Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaSITE LAYOUT AUDIT AREA 1C

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Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaHISTORICAL STRUCTURES AUDIT AREA 1C

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Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaGQRUZ BOUNDARY

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Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaPLAN OF GHD & ERM SAMPLINGLOCATIONS

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FIGURE 8

Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaAUDIT AREA 1B SAMPLING LOCATIONS

Document Path: W:\Projects\SG081577_Fyansford\ArcGIS\Maps\Environmental Strategies - Stage 1B and Stage 1C\Figure 8 - Audit Area 1B Sampling Locations.mxdReference: Environmental Strategies

Scale as Shown



Coor. Sys. n/a

FIGURE 9

Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaAUDIT AREA 1C SAMPLING LOCATIONS

Document Path: W:\Projects\SG081577_Fyansford\ArcGIS\Maps\Environmental Strategies - Stage 1B and Stage 1C\Figure 9 - Audit Area 1C Sampling Locations.mxdReference: Environmental Strategies

Scale as Shown



Coor. Sys. n/a

FIGURE 10

Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaDEEP FILL REUSE AREA

Document Path: W:\Projects\SG081577_Fyansford\ArcGIS\Maps\Environmental Strategies - Stage 1B and Stage 1C\Figure 10 - Moltoni Deep Fill Reuse Area.mxdReference: Environmental Strategies

ZNot to Scale



Coor. Sys. n/a

FIGURE 11

Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaGROUNDWATER MONITORING WELLLOCATIONS

Document Path: W:\Projects\SG081577_Fyansford\ArcGIS\Maps\Environmental Strategies - Stage 1B and Stage 1C\Figure 11 - GW Monitoring Well Locations.mxdReference: Environmental Strategies



Coor. Sys. n/a

FIGURE 12

Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaGROUNDWATER FLOW DIRECTION

Document Path: W:\Projects\SG081577_Fyansford\ArcGIS\Maps\Environmental Strategies - Stage 1B and Stage 1C\Figure 12 - Groundwater Flow Direction.mxdReference: Environmental Strategies

Scale as Shown



Coor. Sys. n/a

FIGURE 13

Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaCONCEPTUAL SITE MODEL

Document Path: W:\Projects\SG081577_Fyansford\ArcGIS\Maps\Environmental Strategies - Stage 1B and Stage 1C\Figure 13 - Conceptual Site Model.mxdReference: Environmental Strategies

Not to Scale



Coor. Sys. n/a

FIGURE 14

Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaNITRATE GROUNDWATER PLUMEDISTRIBUTION

Document Path: W:\Projects\SG081577_Fyansford\ArcGIS\Maps\Environmental Strategies - Stage 1B and Stage 1C\Figure 14 -Nitrate Plume Distribution.mxdReference: Environmental Strategies

Scale as Shown



Coor. Sys. n/a

FIGURE 15

Environmental Audit Gen FyansfordDevelopment Audit Area 1B & 1C,Hyland Street, Fyansford, VictoriaHEXAVALENT CHROMIUM GROUNDWATERPLUME DISTRIBUTION

Document Path: W:\Projects\SG081577_Fyansford\ArcGIS\Maps\Environmental Strategies - Stage 1B and Stage 1C\Figure 15 - Hexavalent Chromium Plume Distribution.mxdReference: Environmental Strategies

Scale as Shown


Tables

Summary of Soil Results Page 1

Appendix J1

Summary of Soil Analytical Results - AA1B

Asb

esto

s

Cat

ion

Exch

ange

Cap

acity

Cla

y C

onte

nt (%

)

Cya

nide

Tot

al

Fluo

ride

Moi

stur

e C

onte

nt (d

ried

@ 1

03°C

)

Nitr

ate

(as

N)

Nitr

ate

(NO

3)

pH (a

queo

us e

xtra

ct)

pH (L

ab)

Sulp

hate

as

S

C6-

C10

C10

-C16

C16

-C34

C34

-C40

NA

PHTH

ALE

NE

F1 -

C6-

C10

less

BTE

X

F2 -

C10

-C16

less

NA

PHTH

ALE

NE

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

um o

f tot

al)

meq/100g % mg/kg mg/kg % mg/kg mg/kg pH_Units pH_Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.05 -‐ 5 100 0.1 5 22 0.1 0.1 20 50 100 100 0.5 20 50 20 20 50 50 50

AA1B NEPM 2013 Calculated EILs - Undisturbed120 1300 5600 180

5 50 28088

150290310480

4500 6300 1400 4400 33005800 8100 2200 5600 42005300 7400 1900 5100 3800

27000 38000 11000 26000 20000

Field ID Sample Depth (m)

PID (ppm) Sample Type Sampled Date Lab Report Number

MW206-‐01 0.4 0.1 Fill/Disturbed 24/03/14 415870 -‐ -‐ -‐ -‐ -‐ 11 <5 <22 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ MW206-‐03 5 0.7 Undisturbed 25/03/14 413331 -‐ -‐ -‐ -‐ -‐ 13 5.6 24.81 -‐ -‐ -‐ <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50MW212-‐01 0.15 0.3 Fill/Disturbed 16/04/14 415895 ND 28 17 <5 130 14 <5 <22 9.4 8.5 14 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50MW212-‐03 3.2 0.7 Undisturbed 16/04/14 415895 -‐ -‐ -‐ -‐ -‐ 18 <5 <22 -‐ 8.6 220 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50MW220-‐01 0.15 -‐ Fill/Disturbed 4/06/14 421070 -‐ -‐ -‐ -‐ -‐ 16 <5 <22 -‐ 8 130 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐MW220-‐02 2.5 -‐ Undisturbed 4/06/14 421070 -‐ -‐ -‐ -‐ -‐ 15 <5 <22 -‐ 8 56 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐MW221-‐01 0.15 -‐ Fill/Disturbed 4/06/14 421070 -‐ -‐ -‐ -‐ -‐ 22 8.3 36.77 -‐ 8.1 85 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐MW221-‐02 7 -‐ Undisturbed 4/06/14 421070 -‐ -‐ -‐ -‐ -‐ 10 <5 <22 -‐ 8.2 48 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐MW222-‐01 0.15 -‐ Fill/Disturbed 3/06/14 421070 -‐ -‐ -‐ -‐ -‐ 18 14 62.02 -‐ 8 440 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐MW222-‐03 7 -‐ Undisturbed 3/06/14 421070 -‐ -‐ -‐ -‐ -‐ 20 <5 <22 -‐ 8.2 30 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐SB1B17-‐01 0.15 0 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 18 <5 <22 -‐ 8.3 93 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B17-‐02 2.3 0.5 Undisturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 13 <5 <22 -‐ 8.1 89 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B18-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 13 6.4 28.35 -‐ 7.8 230 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B18-‐03 3.8 0.3 Undisturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 19 <5 <22 -‐ 8.3 47 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B24-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 15 <5 <22 -‐ 8.2 130 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B24-‐03 2.1 0.1 Undisturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 28 11 48.73 -‐ 8.1 63 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B25-‐01 0.15 0.3 Fill/Disturbed 22/04/14 416037 -‐ 7.7 3.6 -‐ -‐ 17 <5 <22 -‐ 9.1 240 <20 <50 180 <100 <0.5 <20 <50 <20 <20 140 71 211SB1B25-‐03 2 0.3 Undisturbed 22/04/14 416037 -‐ 41 45 -‐ -‐ 17 <5 <22 -‐ 8.3 170 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B26-‐01 0.15 0.2 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ <5 <100 17 -‐ -‐ 8.7 8.1 -‐ <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B26-‐03 2.6 0.3 Undisturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 18 45 199.4 -‐ 8.1 160 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B27-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037 -‐ 25 6.3 -‐ -‐ 12 <5 <22 -‐ 9.7 220 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B27-‐02 1.8 0.1 Undisturbed 22/04/14 416037 -‐ 29 40 -‐ -‐ 14 <5 <22 -‐ 8.1 100 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B28-‐01 0.15 0.3 Fill/Disturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 14 <5 <22 -‐ 8 450 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B28-‐03 4.4 0.7 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 18 <5 <22 -‐ 9.1 230 <20 <50 650 <100 <0.5 <20 <50 <20 <20 470 190 660SB1B29-‐01 0.15 0.3 Fill/Disturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 15 <5 <22 -‐ 7.9 130 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B29-‐03 3.6 0.3 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 13 6 26.58 -‐ 8 69 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B30-‐02 1.5 0.8 Fill/Disturbed 2/05/14 416965 -‐ -‐ -‐ <5 200 14 -‐ -‐ 9.9 -‐ -‐ <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B30-‐03 2.7 0.4 Fill/Disturbed 2/05/14 416965 -‐ -‐ -‐ -‐ -‐ 17 <5 <22 -‐ 11 550 <20 <50 330 <100 <0.5 <20 <50 <20 <20 230 130 360SB1B30-‐04 4.1 0.7 Potentially undisturbed 2/05/14 416965 -‐ -‐ -‐ -‐ -‐ 18 <5 <22 -‐ 11 580 <20 <50 240 <100 <0.5 <20 <50 <20 <20 180 94 274SB1B31-‐01 0.15 0.4 Fill/Disturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 15 <5 <22 -‐ 8 26 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B31-‐03 3 0.4 Undisturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 16 <5 <22 -‐ 8.4 58 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B33-‐01 0.5 0.5 Fill/Disturbed 24/04/14 416161 ND -‐ -‐ <5 400 15 -‐ -‐ 9.1 8.2 -‐ <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B33-‐03 4 0.7 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 15 37 163.9 -‐ -‐ 200 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B34-‐01 0.15 0.7 Fill/Disturbed 24/04/14 416161 -‐ 26 24 -‐ -‐ 18 <5 <22 -‐ 8.5 180 <20 <50 140 <100 <0.5 <20 <50 <20 <20 91 55 146SB1B34-‐03 2.4 0.4 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 20 <5 <22 -‐ 7.6 110 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B35-‐01 0.15 0.4 Fill/Disturbed 23/04/14 416161 -‐ -‐ -‐ -‐ -‐ 14 <5 <22 -‐ 8.5 46 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B35-‐03 3.3 0.3 Potentially undisturbed 23/04/14 416161 -‐ -‐ -‐ -‐ -‐ 20 <5 <22 -‐ 7.9 70 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B36-‐01 0.15 0.5 Fill/Disturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 16 <5 <22 -‐ 8.3 79 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50

CRC CARE HSL-B Residential (High Density) Direct ContactCRC CARE HSL-C Recreational / Open Space Direct ContactCRC CARE HSL-D Commercial / Industrial Direct Contact

CRC CARE HSL-A Residential (Low Density) Direct Contact

NEPM 2013 Residential B SoilNEPM 2013 Recreational C SoilNEPM 2013 Commercial/ industrial D SoilNEPM HSL-A/B, 0 to <1m, Clay Soils for Vapour IntrusionNEPM HSL-A/B, 1m to <2m, Clay Soils for Vapour IntrusionNEPM HSL-A/B, 2m to <4m, Clay Soils for Vapour IntrusionNEPM HSL-A/B, 4m to <8m, Clay Soils for Vapour IntrusionNEPM HSL-D, 0 to <1m, Clay Soils for Vapour IntrusionNEPM HSL-D, 1m to <2m, Clay Soils for Vapour IntrusionNEPM HSL-D, 2m to <4m, Clay Soils for Vapour IntrusionNEPM HSL-D, 4m to <8m, Clay Soils for Vapour Intrusion

Laboratory UnitsLaboratory Limit of ReportingAA1B NEPM 2013 Calculated EILs - Fill/Disturbed

NEPM ESLs for Urban Residential and Public Open Space for Fine SoilsNEPM 2013 Residential A Soil

Inorganics Petroleum Hydrocarbons


Appendix J1


Asb

esto

s

Cat

ion

Exch

ange

Cap

acity

Cla

y C

onte

nt (%

)

Cya

nide

Tot

al

Fluo

ride

Moi

stur

e C

onte

nt (d

ried

@ 1

03°C

)

Nitr

ate

(as

N)

Nitr

ate

(NO

3)

pH (a

queo

us e

xtra

ct)

pH (L

ab)

Sulp

hate

as

S

C6-

C10

C10

-C16

C16

-C34

C34

-C40

NA

PHTH

ALE

NE

F1 -

C6-

C10

less

BTE

X

F2 -

C10

-C16

less

NA

PHTH

ALE

NE

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

um o

f tot

al)


AA1B NEPM 2013 Calculated EILs - Undisturbed120 1300 5600 180

5 50 28088

150290310480

4500 6300 1400 4400 33005800 8100 2200 5600 42005300 7400 1900 5100 3800

27000 38000 11000 26000 20000









SB1B36-‐02 2.6 0.5 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 16 5.4 23.92 -‐ 8 93 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B37-‐01 0.2 0.5 Fill/Disturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 14 <5 <22 -‐ 8.5 1200 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B37-‐02 2.3 0.7 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 17 22 97.46 -‐ 8.3 100 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B38-‐01 0.15 0.3 Fill/Disturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 15 5.9 26.14 -‐ 8.2 110 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B38-‐02 2.1 0.3 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 21 26 115.2 -‐ 7.9 180 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B39-‐01 0.15 0.4 Fill/Disturbed 24/04/14 416161 ND -‐ -‐ <5 400 17 -‐ -‐ 8.8 8 -‐ <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B39-‐03 3.6 0.6 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 18 12 53.16 -‐ 8.6 200 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B40-‐01 0.15 0.1 Fill/Disturbed 28/04/14 416343 ND -‐ -‐ -‐ -‐ 8.4 <5 <22 -‐ 8.8 780 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B40-‐02 2.5 3.1 Fill/Disturbed 28/04/14 416343 -‐ -‐ -‐ <5 150 8.7 <5 <22 9 8.8 820 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B41-‐01 0.15 0.1 Fill/Disturbed 23/04/14 416161 -‐ -‐ -‐ -‐ -‐ 16 <5 <22 -‐ 8.1 <10 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B41-‐04 6.5 0.1 Undisturbed 23/04/14 416161 -‐ -‐ -‐ -‐ -‐ 14 10 44.3 -‐ 9.7 85 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B44-‐01 0.15 0.4 Fill/Disturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 15 <5 <22 -‐ 8.2 430 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B44-‐02 1.9 0.2 Undisturbed 24/04/14 416161 -‐ -‐ -‐ -‐ -‐ 18 46 203.8 -‐ 8.1 200 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B45-‐01 0.15 0.1 Fill/Disturbed 23/04/14 416161 -‐ -‐ -‐ <5 170 15 <5 <22 8.7 8.3 300 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B45-‐03 2.8 0.3 Undisturbed 23/04/14 416161 -‐ -‐ -‐ -‐ -‐ 17 <5 <22 -‐ 8.2 80 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B46-‐01 0.15 0.4 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 18 15 66.45 -‐ 7.9 840 <20 <50 160 <100 <0.5 <20 <50 <20 <20 100 90 190SB1B46-‐02 2.1 0.3 Undisturbed 22/04/14 416037 -‐ 32 28 -‐ -‐ 13 16 70.88 -‐ 7.8 310 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B52-‐01 0.15 0.8 Fill/Disturbed 6/06/14 421183 -‐ -‐ 23 <5 <22 -‐ 7.9 87 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ SB1B52-‐02 3.7 1.2 Undisturbed 6/06/14 421183 -‐ -‐ 18 10 44.3 -‐ 8.3 98 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐

Guidelines

ND -‐ Not Detected

CRC-‐CARE: Friebel, E and Nadebaum, P 2011, Health screening levels for petroleum hydrocarbons in soil and groundwater. Summary Cooperative Research Centre for Contamination Assessment and Remediation of the Environment Technical Report 10. HSL-‐A/B residential, HSL-‐C recreational/open space, HSL-‐D commercial/industrial land use

NEPM: National Environment Protection (Assessment of Site Contamination) Amended Measure 2013, Schedule B1 Guideline on investigation levels for soil and groundwater. HIL-‐A residential (low density), HIL-‐B (high density), HIL-‐C (recreational), HIL-‐D (commercial/industrial) land use.


Appendix J1


Asb

esto

s

AA1B NEPM 2013 Calculated EILs - Undisturbed



MW206-‐01 0.4 0.1 Fill/Disturbed 24/03/14 415870MW206-‐03 5 0.7 Undisturbed 25/03/14 413331MW212-‐01 0.15 0.3 Fill/Disturbed 16/04/14 415895MW212-‐03 3.2 0.7 Undisturbed 16/04/14 415895MW220-‐01 0.15 -‐ Fill/Disturbed 4/06/14 421070MW220-‐02 2.5 -‐ Undisturbed 4/06/14 421070MW221-‐01 0.15 -‐ Fill/Disturbed 4/06/14 421070MW221-‐02 7 -‐ Undisturbed 4/06/14 421070MW222-‐01 0.15 -‐ Fill/Disturbed 3/06/14 421070MW222-‐03 7 -‐ Undisturbed 3/06/14 421070SB1B17-‐01 0.15 0 Fill/Disturbed 22/04/14 416037SB1B17-‐02 2.3 0.5 Undisturbed 22/04/14 416037SB1B18-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037SB1B18-‐03 3.8 0.3 Undisturbed 22/04/14 416037SB1B24-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037SB1B24-‐03 2.1 0.1 Undisturbed 22/04/14 416037SB1B25-‐01 0.15 0.3 Fill/Disturbed 22/04/14 416037SB1B25-‐03 2 0.3 Undisturbed 22/04/14 416037SB1B26-‐01 0.15 0.2 Fill/Disturbed 22/04/14 416037SB1B26-‐03 2.6 0.3 Undisturbed 22/04/14 416037SB1B27-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037SB1B27-‐02 1.8 0.1 Undisturbed 22/04/14 416037SB1B28-‐01 0.15 0.3 Fill/Disturbed 24/04/14 416161SB1B28-‐03 4.4 0.7 Undisturbed 24/04/14 416161SB1B29-‐01 0.15 0.3 Fill/Disturbed 24/04/14 416161SB1B29-‐03 3.6 0.3 Undisturbed 24/04/14 416161SB1B30-‐02 1.5 0.8 Fill/Disturbed 2/05/14 416965SB1B30-‐03 2.7 0.4 Fill/Disturbed 2/05/14 416965SB1B30-‐04 4.1 0.7 Potentially undisturbed 2/05/14 416965SB1B31-‐01 0.15 0.4 Fill/Disturbed 28/04/14 416343SB1B31-‐03 3 0.4 Undisturbed 28/04/14 416343SB1B33-‐01 0.5 0.5 Fill/Disturbed 24/04/14 416161SB1B33-‐03 4 0.7 Undisturbed 24/04/14 416161SB1B34-‐01 0.15 0.7 Fill/Disturbed 24/04/14 416161SB1B34-‐03 2.4 0.4 Undisturbed 24/04/14 416161SB1B35-‐01 0.15 0.4 Fill/Disturbed 23/04/14 416161SB1B35-‐03 3.3 0.3 Potentially undisturbed 23/04/14 416161SB1B36-‐01 0.15 0.5 Fill/Disturbed 24/04/14 416161






Ben

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Tolu

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Xyle

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1,2,

4-tr

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hylb

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1,3,

5-tr

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Styr

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Chr

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Cop

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Lead

Mer

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Mol

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Zinc

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.1 0.1 0.1 0.2 0.1 0.3 0.05 0.05 0.05 0.05 2 0.4 1 5 5 5 0.01 5 0.1 10 5 2 5 10 5

100 392 - 432 186 - 258 1109 - 1121 125 - 372 362 - 987100 436 - 444 241 - 244 1108 - 1111 387 - 464 993 - 1240

65 125 105 45100 20 100 6000 300 40 400 200 7400500 150 500 30000 1200 120 1200 1400 60000300 90 300 17000 600 80 1200 700 300003000 900 3600 240000 1500 730 6000 10000 400000

0.7 480 1101 31023469

18100 4500 14000 12000140 5900 21000 17000120 5300 18000 15000430 27000 99000 81000

- - - - - - - - - - 21 <0.4 <1 27 27 39 -‐ 18 <0.1 -‐ 21 -‐ -‐ -‐ 52 - - - - - - - - - - 2.9 <0.4 <1 26 26 12 -‐ 7 <0.1 -‐ 21 -‐ -‐ -‐ 26<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 15 <0.4 <1 39 39 28 -‐ 9.2 <0.1 <10 44 <2 <5 <10 43 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 24 <0.4 <1 51 51 53 -‐ 50 <0.1 -‐ 52 -‐ -‐ -‐ 42 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 26 26 23 -‐ 17 <0.1 -‐ 23 -‐ -‐ -‐ 51 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 28 28 15 -‐ 9.9 <0.1 -‐ 27 -‐ -‐ -‐ 33 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 13 0.5 <1 33 33 9.3 -‐ 7 <0.1 -‐ 21 -‐ -‐ -‐ 26 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 23 23 11 -‐ 6.4 <0.1 -‐ 16 -‐ -‐ -‐ 20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 28 0.8 <1 21 21 26 -‐ 16 <0.1 -‐ 19 -‐ -‐ -‐ 45 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 33 33 17 -‐ 11 <0.1 -‐ 24 -‐ -‐ -‐ 34 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 17 <0.4 <1 28 28 110 -‐ 16 <0.1 -‐ 18 -‐ -‐ -‐ 27 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 16 <0.4 <1 39 39 19 -‐ 14 <0.1 -‐ 29 -‐ -‐ -‐ 31 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 20 <0.4 <1 26 26 22 -‐ 11 <0.1 -‐ 20 -‐ -‐ -‐ 28 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 13 <0.4 <1 36 36 17 -‐ 14 <0.1 -‐ 23 -‐ -‐ -‐ 43 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 13 <0.4 <1 16 16 11 -‐ 7.3 <0.1 -‐ 15 -‐ -‐ -‐ 19 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 15 <0.4 <1 50 50 22 -‐ 14 <0.1 -‐ 48 -‐ -‐ -‐ 35 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 20 <0.4 <1 28 28 53 -‐ 16 <0.1 -‐ 24 -‐ -‐ -‐ 43 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 18 <0.4 <1 40 40 20 -‐ 13 <0.1 -‐ 31 -‐ -‐ -‐ 38<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 18 <0.4 <1 41 41 18 -‐ 15 <0.1 <10 27 <2 <5 <10 34 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 18 <0.4 <1 45 45 19 -‐ 15 <0.1 -‐ 29 -‐ -‐ -‐ 37 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 17 <0.4 <1 32 32 34 -‐ 19 <0.1 -‐ 27 -‐ -‐ -‐ 44 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 12 <0.4 <1 30 30 14 -‐ 11 <0.1 -‐ 19 -‐ -‐ -‐ 32 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 7.9 0.6 <1 27 27 27 -‐ 13 <0.1 -‐ 25 -‐ -‐ -‐ 47 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 2.5 <0.4 <1 36 36 20 -‐ 14 <0.1 -‐ 27 -‐ -‐ -‐ 54 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 6.3 0.4 <1 25 25 21 -‐ 6.1 <0.1 -‐ 22 -‐ -‐ -‐ 32 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 34 34 15 -‐ 8.7 0.2 -‐ 24 -‐ -‐ -‐ 37<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 17 <0.4 <1 30 30 26 -‐ 12 <0.1 <10 27 <2 <5 <10 30 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 17 <0.4 <1 31 31 28 -‐ 19 <0.1 -‐ 22 -‐ -‐ -‐ 43 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 18 <0.4 <1 34 34 23 -‐ 15 <0.1 -‐ 26 -‐ -‐ -‐ 39 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 31 31 38 -‐ 7.3 <0.1 -‐ 34 -‐ -‐ -‐ 35 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 28 28 14 -‐ 10 <0.1 -‐ 26 -‐ -‐ -‐ 33<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 <2 <0.4 <1 21 21 22 -‐ 7.8 <0.1 <10 24 <2 <5 <10 39 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 6.2 0.5 <1 31 31 44 -‐ 17 <0.1 -‐ 25 -‐ -‐ -‐ 60 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 3.9 0.5 <1 29 29 27 -‐ 6.6 <0.1 -‐ 27 -‐ -‐ -‐ 50 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 44 44 24 -‐ 5.4 <0.1 -‐ 53 -‐ -‐ -‐ 39 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 7 0.5 <1 25 25 19 -‐ 5.8 <0.1 -‐ 20 -‐ -‐ -‐ 34 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 32 32 19 -‐ 12 <0.1 -‐ 19 -‐ -‐ -‐ 39 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 7.7 0.8 <1 29 29 22 -‐ 9.3 <0.1 -‐ 19 -‐ -‐ -‐ 70

Monocyclic Aromatic Hydrocarbons Metals


Appendix J1


Asb

esto

s




MW206-‐01 0.4 0.1 Fill/Disturbed 24/03/14 415870






SB1B36-‐02 2.6 0.5 Undisturbed 24/04/14 416161SB1B37-‐01 0.2 0.5 Fill/Disturbed 24/04/14 416161SB1B37-‐02 2.3 0.7 Undisturbed 24/04/14 416161SB1B38-‐01 0.15 0.3 Fill/Disturbed 24/04/14 416161SB1B38-‐02 2.1 0.3 Undisturbed 24/04/14 416161SB1B39-‐01 0.15 0.4 Fill/Disturbed 24/04/14 416161SB1B39-‐03 3.6 0.6 Undisturbed 24/04/14 416161SB1B40-‐01 0.15 0.1 Fill/Disturbed 28/04/14 416343SB1B40-‐02 2.5 3.1 Fill/Disturbed 28/04/14 416343SB1B41-‐01 0.15 0.1 Fill/Disturbed 23/04/14 416161SB1B41-‐04 6.5 0.1 Undisturbed 23/04/14 416161SB1B44-‐01 0.15 0.4 Fill/Disturbed 24/04/14 416161SB1B44-‐02 1.9 0.2 Undisturbed 24/04/14 416161SB1B45-‐01 0.15 0.1 Fill/Disturbed 23/04/14 416161SB1B45-‐03 2.8 0.3 Undisturbed 23/04/14 416161SB1B46-‐01 0.15 0.4 Fill/Disturbed 22/04/14 416037SB1B46-‐02 2.1 0.3 Undisturbed 22/04/14 416037SB1B52-‐01 0.15 0.8 Fill/Disturbed 6/06/14 421183SB1B52-‐02 3.7 1.2 Undisturbed 6/06/14 421183

Guidelines




Ben

zene

Ethy

lben

zene

Tolu

ene

Xyle

ne (m

& p

)

Xyle

ne (o

)

Xyle

ne T

otal

1,2,

4-tr

imet

hylb

enze

ne

1,3,

5-tr

imet

hylb

enze

ne

Isop

ropy

lben

zene

Styr

ene

Ars

enic

Cad

miu

m

Chr

omiu

m (h

exav

alen

t)

Chr

omiu

m II

I

Chr

omiu

m (I

II+VI

)

Cop

per

ASL

P Le

acha

ble

Cop

per

Lead

Mer

cury

Mol

ybde

num

Nic

kel

Sele

nium

Silv

er

Tin

Zinc


100 392 - 432 186 - 258 1109 - 1121 125 - 372 362 - 987100 436 - 444 241 - 244 1108 - 1111 387 - 464 993 - 1240

65 125 105 45100 20 100 6000 300 40 400 200 7400500 150 500 30000 1200 120 1200 1400 60000300 90 300 17000 600 80 1200 700 300003000 900 3600 240000 1500 730 6000 10000 400000

0.7 480 1101 31023469

18100 4500 14000 12000140 5900 21000 17000120 5300 18000 15000430 27000 99000 81000


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 3.8 <0.4 <1 37 37 19 -‐ 11 <0.1 -‐ 30 -‐ -‐ -‐ 41 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 6.5 0.5 <1 24 24 23 -‐ 20 <0.1 -‐ 20 -‐ -‐ -‐ 51 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 2.9 0.4 <1 36 36 17 -‐ 12 <0.1 -‐ 30 -‐ -‐ -‐ 44 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 18 18 22 -‐ 8.1 <0.1 -‐ 32 -‐ -‐ -‐ 40 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 3.4 <0.4 <1 37 37 17 -‐ 12 <0.1 -‐ 31 -‐ -‐ -‐ 42<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 <2 <0.4 <1 25 25 35 -‐ 8.3 <0.1 <10 25 <2 <5 <10 46 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 2.7 0.5 <1 39 39 24 -‐ 12 <0.1 -‐ 33 -‐ -‐ -‐ 46 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 11 0.5 <1 52 52 77 -‐ 15 <0.1 -‐ 22 -‐ -‐ -‐ 47<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 12 0.6 <1 59 59 99 -‐ 14 <0.1 <10 23 <2 <5 <10 47 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 5.5 <0.4 <1 15 15 13 -‐ 6.3 <0.1 -‐ 17 -‐ -‐ -‐ 39 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 5.8 <0.4 <1 22 22 11 -‐ 8.2 <0.1 -‐ 17 -‐ -‐ -‐ 25 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 2.7 0.4 <1 27 27 26 -‐ 14 <0.1 -‐ 23 -‐ -‐ -‐ 48 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 3 <0.4 <1 36 36 16 -‐ 11 <0.1 -‐ 30 -‐ -‐ -‐ 46<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 4.8 0.5 <1 28 28 36 -‐ 10 <0.1 <10 24 <2 <5 <10 45 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 31 31 18 -‐ 9.9 <0.1 -‐ 26 -‐ -‐ -‐ 38 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 20 <0.4 <1 22 22 24 -‐ 9.9 <0.1 -‐ 14 -‐ -‐ -‐ 25 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 15 <0.4 <1 38 38 18 -‐ 11 <0.1 -‐ 28 -‐ -‐ -‐ 27 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 2.8 0.5 <1 36 36 59 -‐ 13 <0.1 -‐ 34 -‐ -‐ -‐ 45 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 29 29 14 -‐ 8.3 <0.1 -‐ 23 -‐ -‐ -‐ 29


Appendix J1


Asb

esto

s










2,4-

dim

ethy

lphe

nol

2,4-

dini

trop

heno

l

2-m

ethy

lphe

nol

2-ni

trop

heno

l

3-&

4-m

ethy

lphe

nol

4,6-

Din

itro-

2-m

ethy

lphe

nol

4-ch

loro

-3-m

ethy

lphe

nol

4-ni

trop

heno

l

Ace

naph

then

e

Ace

naph

thyl

ene

Ant

hrac

ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo(a

)pyr

ene

TEQ

(low

er b

ound

)*

Ben

zo(a

)pyr

ene

TEQ

(med

ium

bou

nd)*

Ben

zo(a

)pyr

ene

TEQ

(upp

er b

ound

)*

Ben

zo[b

+j]fl

uora

nthe

ne

Ben

zo(g

,h,i)

pery

lene

Ben

zo(k

)fluo

rant

hene

Chr

ysen

e

Dib

enz(

a,h)

anth

race

ne

Fluo

rant

hene

Fluo

rene

Inde

no(1

,2,3

-c,d

)pyr

ene

Nap

htha

lene

PAH

s (S

um o

f tot

al)

Phen

anth

rene

Phen

ol

Pyre

ne

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.5 5 0.2 1 0.4 5 1 5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

170170

0.73 300 30004 400 450003 300 40000

40 4000 240000

- - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5

Polycyclic Aromatic Hydrocarbons/Phenols


Appendix J1


Asb

esto

s











Guidelines




2,4-

dim

ethy

lphe

nol

2,4-

dini

trop

heno

l

2-m

ethy

lphe

nol

2-ni

trop

heno

l

3-&

4-m

ethy

lphe

nol

4,6-

Din

itro-

2-m

ethy

lphe

nol

4-ch

loro

-3-m

ethy

lphe

nol

4-ni

trop

heno

l

Ace

naph

then

e

Ace

naph

thyl

ene

Ant

hrac

ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo(a

)pyr

ene

TEQ

(low

er b

ound

)*

Ben

zo(a

)pyr

ene

TEQ

(med

ium

bou

nd)*

Ben

zo(a

)pyr

ene

TEQ

(upp

er b

ound

)*

Ben

zo[b

+j]fl

uora

nthe

ne

Ben

zo(g

,h,i)

pery

lene

Ben

zo(k

)fluo

rant

hene

Chr

ysen

e

Dib

enz(

a,h)

anth

race

ne

Fluo

rant

hene

Fluo

rene

Inde

no(1

,2,3

-c,d

)pyr

ene

Nap

htha

lene

PAH

s (S

um o

f tot

al)

Phen

anth

rene

Phen

ol

Pyre

ne


170170

0.73 300 30004 400 450003 300 40000

40 4000 240000


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐


Appendix J1


Asb

esto

s










4,6-

Din

itro-

o-cy

cloh

exyl

phe

nol

Phen

ols

(Tot

al H

alog

enat

ed)

Phen

ols

(Tot

al N

on H

alog

enat

ed)

1,1,

1,2-

tetr

achl

oroe

than

e

1,1,

1-tr

ichl

oroe

than

e

1,1,

2,2-

tetr

achl

oroe

than

e

1,1,

2-tr

ichl

oroe

than

e

1,1-

dich

loro

etha

ne

1,1-

dich

loro

ethe

ne

1,2,

3-tr

ichl

orop

ropa

ne

1,2-

dich

loro

etha

ne

1,2-

dich

loro

prop

ane

1,3-

dich

loro

prop

ane

Bro

moc

hlor

omet

hane

Bro

mod

ichl

orom

etha

ne

Bro

mof

orm

Car

bon

tetr

achl

orid

e

Chl

orod

ibro

mom

etha

ne

Chl

oroe

than

e

Chl

orof

orm

Chl

orom

etha

ne

cis-

1,2-

dich

loro

ethe

ne

cis-

1,3-

dich

loro

prop

ene

Dib

rom

omet

hane

Dic

hlor

omet

hane

Hex

achl

orob

utad

iene

Tric

hlor

oeth

ene

Tetr

achl

oroe

then

e

tran

s-1,

2-di

chlo

roet

hene

tran

s-1,

3-di

chlo

ropr

open

e

Viny

l chl

orid

e

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg20 1 20 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐

Chlorinated HydrocarbonsPhenolics


Appendix J1


Asb

esto

s











Guidelines




4,6-

Din

itro-

o-cy

cloh

exyl

phe

nol

Phen

ols

(Tot

al H

alog

enat

ed)

Phen

ols

(Tot

al N

on H

alog

enat

ed)

1,1,

1,2-

tetr

achl

oroe

than

e

1,1,

1-tr

ichl

oroe

than

e

1,1,

2,2-

tetr

achl

oroe

than

e

1,1,

2-tr

ichl

oroe

than

e

1,1-

dich

loro

etha

ne

1,1-

dich

loro

ethe

ne

1,2,

3-tr

ichl

orop

ropa

ne

1,2-

dich

loro

etha

ne

1,2-

dich

loro

prop

ane

1,3-

dich

loro

prop

ane

Bro

moc

hlor

omet

hane

Bro

mod

ichl

orom

etha

ne

Bro

mof

orm

Car

bon

tetr

achl

orid

e

Chl

orod

ibro

mom

etha

ne

Chl

oroe

than

e

Chl

orof

orm

Chl

orom

etha

ne

cis-

1,2-

dich

loro

ethe

ne

cis-

1,3-

dich

loro

prop

ene

Dib

rom

omet

hane

Dic

hlor

omet

hane

Hex

achl

orob

utad

iene

Tric

hlor

oeth

ene

Tetr

achl

oroe

then

e

tran

s-1,

2-di

chlo

roet

hene

tran

s-1,

3-di

chlo

ropr

open

e

Viny

l chl

orid

e



-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐


Appendix J1


Asb

esto

s










Herbicides

1,2,

4-tr

ichl

orob

enze

ne

1,2-

dich

loro

benz

ene

1,3-

dich

loro

benz

ene

1,4-

dich

loro

benz

ene

4-ch

loro

tolu

ene

Bro

mob

enze

ne

Chl

orob

enze

ne

Hex

achl

orob

enze

ne

1,2-

dibr

omoe

than

e

Bro

mom

etha

ne

Dic

hlor

odifl

uoro

met

hane

Iodo

met

hane

Tric

hlor

oflu

orom

etha

ne

2,4,

5-tr

ichl

orop

heno

l

2,4,

6-tr

ichl

orop

heno

l

2,4-

dich

loro

phen

ol

2,6-

dich

loro

phen

ol

2-ch

loro

phen

ol

Pent

achl

orop

heno

l

tetr

achl

orop

heno

ls

Din

oseb

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 1 0.5 0.5 0.5 1 1 20

10 10015 13010 12080 660

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐

Halogenated Benzenes Halogenated Hydrocarbons Halogenated Phenols


Appendix J1


Asb

esto

s











Guidelines




Herbicides

1,2,

4-tr

ichl

orob

enze

ne

1,2-

dich

loro

benz

ene

1,3-

dich

loro

benz

ene

1,4-

dich

loro

benz

ene

4-ch

loro

tolu

ene

Bro

mob

enze

ne

Chl

orob

enze

ne

Hex

achl

orob

enze

ne

1,2-

dibr

omoe

than

e

Bro

mom

etha

ne

Dic

hlor

odifl

uoro

met

hane

Iodo

met

hane

Tric

hlor

oflu

orom

etha

ne

2,4,

5-tr

ichl

orop

heno

l

2,4,

6-tr

ichl

orop

heno

l

2,4-

dich

loro

phen

ol

2,6-

dich

loro

phen

ol

2-ch

loro

phen

ol

Pent

achl

orop

heno

l

tetr

achl

orop

heno

ls

Din

oseb


10 10015 13010 12080 660


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐


Appendix J1


Asb

esto

s










4,4-

DD

E

a-B

HC

Ald

rin

Ald

rin +

Die

ldrin

b-B

HC

chlo

rdan

e

d-B

HC

DD

D

DD

T

DD

T+D

DE+

DD

D

Die

ldrin

Endo

sulfa

n I

Endo

sulfa

n II

Endo

sulfa

n su

lpha

te

Endr

in

Endr

in a

ldeh

yde

Endr

in k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Toxa

phen

e

Aro

chlo

r 101

6

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PCB

s (S

um o

f tot

al)

Met

hyl E

thyl

Ket

one

4-M

ethy

l-2-p

enta

none

Ace

tone

Ally

l chl

orid

e

Car

bon

disu

lfide

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.05 0.05 0.05 0.05 0.1 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.05 0.05 0.05 0.05 0.05

180180

6 50 240 10 6 300 20 110 90 600 20 10 500 30 110 70 400 20 10 400 30 145 530 3600 100 50 2500 160 7

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐

SolventsOrganochlorine Pesticides Polychlorinated Biphenyls


Appendix J1


Asb

esto

s











Guidelines




4,4-

DD

E

a-B

HC

Ald

rin

Ald

rin +

Die

ldrin

b-B

HC

chlo

rdan

e

d-B

HC

DD

D

DD

T

DD

T+D

DE+

DD

D

Die

ldrin

Endo

sulfa

n I

Endo

sulfa

n II

Endo

sulfa

n su

lpha

te

Endr

in

Endr

in a

ldeh

yde

Endr

in k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Toxa

phen

e

Aro

chlo

r 101

6

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PCB

s (S

um o

f tot

al)

Met

hyl E

thyl

Ket

one

4-M

ethy

l-2-p

enta

none

Ace

tone

Ally

l chl

orid

e

Car

bon

disu

lfide


180180

6 50 240 10 6 300 20 110 90 600 20 10 500 30 110 70 400 20 10 400 30 145 530 3600 100 50 2500 160 7


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐


Appendix J1

Summary of Soil Analytical Results - AA1C

Asb

esto

s

Cat

ion

Exch

ange

Cap

acity

Cla

y C

onte

nt (%

)

Cya

nide

Tot

al

Fluo

ride

Moi

stur

e C

onte

nt (d

ried

@ 1

03°C

)

Nitr

ate

(as

N)

Nitr

ate

(NO

3)

pH (a

queo

us e

xtra

ct)

pH (L

ab)

Sulp

hate

as

S

C6-

C10

C10

-C16

C16

-C34

C34

-C40

NA

PHTH

ALE

NE

F1 -

C6-

C10

less

BTE

X

F2 -

C10

-C16

less

NA

PHTH

ALE

NE

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

um o

f tot

al)


AA1C NEPM 2013 Calculated EILs - Undisturbed120 1300 5600 180

5 50 28088

150290310480

4500 6300 1400 4400 33005800 8100 2200 5600 42005300 7400 1900 5100 3800

27000 38000 11000 26000 20000



MW215-‐01 0.15 0.9 Fill/Disturbed 17/04/14 415895 ND -‐ -‐ -‐ -‐ 16 <5 <22 -‐ -‐ 34 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 53 <50 53MW215-‐02 3 1.9 Undisturbed 17/04/14 415895 -‐ -‐ -‐ -‐ -‐ 16 <5 <22 -‐ -‐ 40 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50MW222-‐01 0.15 -‐ Fill/Disturbed 3/06/14 421070 -‐ -‐ -‐ -‐ -‐ 18 14 62.02 -‐ 8 440 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐MW222-‐03 7 -‐ Undisturbed 3/06/14 421070 -‐ -‐ -‐ -‐ -‐ 20 <5 <22 -‐ 8.2 30 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐MW225-‐01 0.15 -‐ Fill/Disturbed 6/06/14 421070 -‐ -‐ -‐ -‐ -‐ 13 <5 <22 -‐ 8.2 33 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐MW225-‐02 4 -‐ Undisturbed 6/06/14 421070 -‐ -‐ -‐ -‐ -‐ 17 <5 <22 -‐ 8 75 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐SB1B07-‐01 0.15 0.9 Fill/Disturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 11 <5 <22 -‐ 8.1 120 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B07-‐02 2.9 0.6 Undisturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 17 <5 <22 -‐ 8.6 140 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B10-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 14 <5 <22 -‐ 8.2 23 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B10-‐02 2.1 0.3 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 11 <5 <22 -‐ 9 140 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B10-‐03 4.4 0.4 Undisturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 14 23 101.9 -‐ 8.2 79 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B11-‐01 0.15 0.5 Fill/Disturbed 28/04/14 416343 -‐ 23 25 -‐ -‐ 11 15 66.45 -‐ 8.9 76 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B11-‐02 2.9 0.6 Undisturbed 28/04/14 416343 -‐ 32 25 -‐ -‐ 19 <5 <22 -‐ 8.3 120 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B12-‐01 0.15 0.1 Fill/Disturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 10 <5 <22 -‐ 8.2 54 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B12-‐02 2.3 0.4 Undisturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 21 <5 <22 -‐ 10 130 <20 <50 190 <100 <0.5 <20 <50 <20 <20 130 80 210SB1B13-‐01 0.15 0.9 Fill/Disturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 9.2 <5 <22 -‐ 8.4 62 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B14-‐01 0.15 1.3 Fill/Disturbed 29/04/14 416638 -‐ 12 23 -‐ -‐ 12 <5 <22 -‐ 8.4 170 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B14-‐02 1.8 1.8 Undisturbed 30/04/14 416638 -‐ 31 44 -‐ -‐ 16 6.8 30.12 -‐ 8.3 140 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B15-‐01 9.2 0.6 Undisturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 17 <5 <22 -‐ 8.6 140 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B16-‐01 3 0.4 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ <5 <100 16 -‐ -‐ 9.6 9.3 -‐ <20 <50 550 110 <0.5 <20 <50 <20 <20 340 270 610SB1B16-‐02 4.3 0.8 Undisturbed 22/04/14 416037 -‐ -‐ -‐ <5 <100 18 -‐ -‐ 8.5 8 -‐ <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50

NEPM 2013 Residential A Soil


Laboratory UnitsLaboratory Limit of ReportingAA1C NEPM 2013 Calculated EILs - Fill/Disturbed

NEPM ESLs for Urban Residential and Public Open Space for Fine Soils




AA1C


Appendix J1


Asb

esto

s

Cat

ion

Exch

ange

Cap

acity

Cla

y C

onte

nt (%

)

Cya

nide

Tot

al

Fluo

ride

Moi

stur

e C

onte

nt (d

ried

@ 1

03°C

)

Nitr

ate

(as

N)

Nitr

ate

(NO

3)

pH (a

queo

us e

xtra

ct)

pH (L

ab)

Sulp

hate

as

S

C6-

C10

C10

-C16

C16

-C34

C34

-C40

NA

PHTH

ALE

NE

F1 -

C6-

C10

less

BTE

X

F2 -

C10

-C16

less

NA

PHTH

ALE

NE

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

um o

f tot

al)


AA1C NEPM 2013 Calculated EILs - Undisturbed120 1300 5600 180

5 50 28088

150290310480

4500 6300 1400 4400 33005800 8100 2200 5600 42005300 7400 1900 5100 3800

27000 38000 11000 26000 20000










AA1CSB1B19-‐01 0.15 0.1 Fill/Disturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 13 <5 <22 -‐ 8.4 1100 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 73 73SB1B19-‐03 3.3 0.3 Undisturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 18 <5 <22 -‐ 8.3 120 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B20-‐01 0.15 0.2 Fill/Disturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 29 <5 <22 -‐ 8.5 54 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B20-‐03 3.3 1.8 Undisturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 17 <5 <22 -‐ 8 34 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B21-‐01 0.15 0.3 Fill/Disturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 14 12 53.16 -‐ 8.2 120 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B21-‐03 3.3 0.6 Undisturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 14 6 26.58 -‐ 8.9 430 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B22-‐01 0.15 0.3 Fill/Disturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 14 9.8 43.41 -‐ 8.1 19 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B22-‐02 2.2 5.7 Fill/Disturbed 28/04/14 416343 -‐ -‐ -‐ <5 110 8.2 <5 <22 8.9 8.2 94 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B23-‐01 0.15 0.4 Fill/Disturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 12 <5 <22 -‐ 8.3 50 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B23-‐03 5.3 0.4 Undisturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 15 <5 <22 -‐ 8.2 75 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B24-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 15 <5 <22 -‐ 8.2 130 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B24-‐03 2.1 0.1 Undisturbed 22/04/14 416037 -‐ -‐ -‐ -‐ -‐ 28 11 48.73 -‐ 8.1 63 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B32-‐01 0.15 0.3 Fill/Disturbed 28/04/14 416343 ND -‐ -‐ -‐ -‐ 17 <5 <22 -‐ 8.2 16 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B32-‐02 2 0.6 Potentially undisturbed 28/04/14 416343 -‐ -‐ -‐ -‐ -‐ 16 <5 <22 -‐ 8.4 190 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B47A-‐01 0.15 1.3 Fill/Disturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 11 <5 <22 -‐ 8.3 87 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B47A-‐02 1.3 1.9 Undisturbed 29/04/14 416638 -‐ -‐ -‐ -‐ -‐ 17 <5 <22 -‐ 9.7 72 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50SB1B48-‐01 0.15 0.7 Fill/Disturbed 6/06/14 421183 <5 <100 15 -‐ -‐ 8.6 8.1 -‐ <20 <50 <100 <100 <20 <20 <20 <50 <50 <50SB1B48-‐02 2.5 0.4 Undisturbed 6/06/14 421183 -‐ -‐ 14 <5 <22 -‐ 8.2 49 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ SB1B50-‐01 0.15 0.7 Fill/Disturbed 6/06/14 421183 -‐ -‐ 15 6.5 28.8 -‐ 8.1 28 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ SB1B50-‐02 3.5 1 Undisturbed 6/06/14 421183 -‐ -‐ 16 9 39.87 -‐ 8.2 140 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ SB1B51-‐01 0.15 0.7 Fill/Disturbed 6/06/14 421183 -‐ -‐ 14 <5 <22 -‐ 8.1 160 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ SB1B51-‐02 2.5 1 Undisturbed 6/06/14 421183 -‐ -‐ 18 <5 <22 -‐ 7.4 13 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐

Guidelines

ND -‐ Not Detected1 Exceeds EIL of 232-‐242 mg/kg for Fill/Disturbed Soil for Silt




Appendix J1


Asb

esto

s

AA1C NEPM 2013 Calculated EILs - Undisturbed



MW215-‐01 0.15 0.9 Fill/Disturbed 17/04/14 415895MW215-‐02 3 1.9 Undisturbed 17/04/14 415895MW222-‐01 0.15 -‐ Fill/Disturbed 3/06/14 421070MW222-‐03 7 -‐ Undisturbed 3/06/14 421070MW225-‐01 0.15 -‐ Fill/Disturbed 6/06/14 421070MW225-‐02 4 -‐ Undisturbed 6/06/14 421070SB1B07-‐01 0.15 0.9 Fill/Disturbed 29/04/14 416638SB1B07-‐02 2.9 0.6 Undisturbed 29/04/14 416638SB1B10-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037SB1B10-‐02 2.1 0.3 Fill/Disturbed 22/04/14 416037SB1B10-‐03 4.4 0.4 Undisturbed 22/04/14 416037SB1B11-‐01 0.15 0.5 Fill/Disturbed 28/04/14 416343SB1B11-‐02 2.9 0.6 Undisturbed 28/04/14 416343SB1B12-‐01 0.15 0.1 Fill/Disturbed 29/04/14 416638SB1B12-‐02 2.3 0.4 Undisturbed 29/04/14 416638SB1B13-‐01 0.15 0.9 Fill/Disturbed 29/04/14 416638SB1B14-‐01 0.15 1.3 Fill/Disturbed 29/04/14 416638SB1B14-‐02 1.8 1.8 Undisturbed 30/04/14 416638SB1B15-‐01 9.2 0.6 Undisturbed 29/04/14 416638SB1B16-‐01 3 0.4 Fill/Disturbed 22/04/14 416037SB1B16-‐02 4.3 0.8 Undisturbed 22/04/14 416037







AA1C

Ben

zene

Ethy

lben

zene

Tolu

ene

Xyle

ne (m

& p

)

Xyle

ne (o

)

Xyle

ne T

otal

1,2,

4-tr

imet

hylb

enze

ne

1,3,

5-tr

imet

hylb

enze

ne

Isop

ropy

lben

zene

Styr

ene

Ars

enic

Cad

miu

m

Chr

omiu

m (h

exav

alen

t)

Chr

omiu

m II

I

Chr

omiu

m (I

II+VI

)

Cop

per

ASL

P Le

acha

ble

Cop

per

Lead

Mer

cury

Mol

ybde

num

Nic

kel

Sele

nium

Silv

er

Tin

Zinc


100 392 - 432 186 - 258 1109 - 1121 125 - 372 362 - 987100 436 - 444 241 - 244 1108 - 1111 387 - 464 993 - 1240

65 125 105 45100 20 100 6000 300 40 400 200 7400500 150 500 30000 1200 120 1200 1400 60000300 90 300 17000 600 80 1200 700 300003000 900 3600 240000 1500 730 6000 10000 400000

0.7 480 1101 31023469

18100 4500 14000 12000140 5900 21000 17000120 5300 18000 15000430 27000 99000 81000

-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 17 <0.4 <1 33 33 450 1 <0.01 13 <0.1 -‐ 34 -‐ -‐ -‐ 60 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 14 <0.4 <1 31 31 12 -‐ 10 <0.1 -‐ 25 -‐ -‐ -‐ 29 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 28 0.8 <1 21 21 26 -‐ 16 <0.1 -‐ 19 -‐ -‐ -‐ 45 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 33 33 17 -‐ 11 <0.1 -‐ 24 -‐ -‐ -‐ 34 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 5 <0.4 <1 5.2 5.2 <5 -‐ <5 <0.1 -‐ 6.2 -‐ -‐ -‐ 9.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 29 29 15 -‐ 6.7 <0.1 -‐ 25 -‐ -‐ -‐ 26 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 8.3 <0.4 <1 6.1 6.1 <5 -‐ <5 <0.1 -‐ 6.7 -‐ -‐ -‐ 8.9 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 12 <0.4 <1 24 24 24 -‐ 12 0.1 -‐ 17 -‐ -‐ -‐ 27 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 12 <0.4 <1 20 20 17 -‐ 8.7 <0.1 -‐ 19 -‐ -‐ -‐ 31 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 14 <0.4 <1 33 33 30 -‐ 10 <0.1 -‐ 32 -‐ -‐ -‐ 33 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 12 <0.4 <1 38 38 17 -‐ 8.3 <0.1 -‐ 24 -‐ -‐ -‐ 25 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 12 <0.4 <1 21 21 19 -‐ 15 <0.1 -‐ 21 -‐ -‐ -‐ 44 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 19 <0.4 <1 40 40 20 -‐ 18 <0.1 -‐ 32 -‐ -‐ -‐ 47 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 8.6 <0.4 <1 10 10 7.5 -‐ 6.6 <0.1 -‐ 9.6 -‐ -‐ -‐ 14 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 23 0.8 <1 33 33 35 -‐ 23 <0.1 -‐ 50 -‐ -‐ -‐ 250 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 7.6 <0.4 <1 6.8 6.8 <5 -‐ <5 <0.1 -‐ 6.6 -‐ -‐ -‐ 8.6 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 8.5 <0.4 <1 8.8 8.8 8.3 -‐ 7.9 <0.1 -‐ 8.8 -‐ -‐ -‐ 13 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 14 <0.4 <1 32 32 16 -‐ 12 <0.1 -‐ 26 -‐ -‐ -‐ 30 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 13 <0.4 <1 35 35 17 -‐ 12 <0.1 -‐ 25 -‐ -‐ -‐ 28<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 15 <0.4 <1 13 13 23 -‐ 10 <0.1 <10 22 <2 <5 <10 26<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 16 <0.4 <1 36 36 27 -‐ 10 <0.1 <10 41 <2 <5 <10 32



Appendix J1


Asb

esto

s










AA1CSB1B19-‐01 0.15 0.1 Fill/Disturbed 29/04/14 416638SB1B19-‐03 3.3 0.3 Undisturbed 29/04/14 416638SB1B20-‐01 0.15 0.2 Fill/Disturbed 28/04/14 416343SB1B20-‐03 3.3 1.8 Undisturbed 28/04/14 416343SB1B21-‐01 0.15 0.3 Fill/Disturbed 28/04/14 416343SB1B21-‐03 3.3 0.6 Undisturbed 28/04/14 416343SB1B22-‐01 0.15 0.3 Fill/Disturbed 28/04/14 416343SB1B22-‐02 2.2 5.7 Fill/Disturbed 28/04/14 416343SB1B23-‐01 0.15 0.4 Fill/Disturbed 28/04/14 416343SB1B23-‐03 5.3 0.4 Undisturbed 28/04/14 416343SB1B24-‐01 0.15 0.1 Fill/Disturbed 22/04/14 416037SB1B24-‐03 2.1 0.1 Undisturbed 22/04/14 416037SB1B32-‐01 0.15 0.3 Fill/Disturbed 28/04/14 416343SB1B32-‐02 2 0.6 Potentially undisturbed 28/04/14 416343SB1B47A-‐01 0.15 1.3 Fill/Disturbed 29/04/14 416638SB1B47A-‐02 1.3 1.9 Undisturbed 29/04/14 416638SB1B48-‐01 0.15 0.7 Fill/Disturbed 6/06/14 421183SB1B48-‐02 2.5 0.4 Undisturbed 6/06/14 421183SB1B50-‐01 0.15 0.7 Fill/Disturbed 6/06/14 421183SB1B50-‐02 3.5 1 Undisturbed 6/06/14 421183SB1B51-‐01 0.15 0.7 Fill/Disturbed 6/06/14 421183SB1B51-‐02 2.5 1 Undisturbed 6/06/14 421183

Guidelines




Ben

zene

Ethy

lben

zene

Tolu

ene

Xyle

ne (m

& p

)

Xyle

ne (o

)

Xyle

ne T

otal

1,2,

4-tr

imet

hylb

enze

ne

1,3,

5-tr

imet

hylb

enze

ne

Isop

ropy

lben

zene

Styr

ene

Ars

enic

Cad

miu

m

Chr

omiu

m (h

exav

alen

t)

Chr

omiu

m II

I

Chr

omiu

m (I

II+VI

)

Cop

per

ASL

P Le

acha

ble

Cop

per

Lead

Mer

cury

Mol

ybde

num

Nic

kel

Sele

nium

Silv

er

Tin

Zinc


100 392 - 432 186 - 258 1109 - 1121 125 - 372 362 - 987100 436 - 444 241 - 244 1108 - 1111 387 - 464 993 - 1240

65 125 105 45100 20 100 6000 300 40 400 200 7400500 150 500 30000 1200 120 1200 1400 60000300 90 300 17000 600 80 1200 700 300003000 900 3600 240000 1500 730 6000 10000 400000

0.7 480 1101 31023469

18100 4500 14000 12000140 5900 21000 17000120 5300 18000 15000430 27000 99000 81000


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 21 <0.4 <1 36 36 20 -‐ 8.6 <0.1 -‐ 18 -‐ -‐ -‐ 32 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 15 <0.4 <1 35 35 17 -‐ 13 <0.1 -‐ 25 -‐ -‐ -‐ 28 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 18 <0.4 <1 28 28 43 -‐ 11 <0.1 -‐ 22 -‐ -‐ -‐ 36 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 13 <0.4 <1 40 40 18 -‐ 10 <0.1 -‐ 37 -‐ -‐ -‐ 32 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 38 <0.4 <1 26 26 21 -‐ 13 <0.1 -‐ 28 -‐ -‐ -‐ 37 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 15 <0.4 <1 34 34 19 -‐ 11 <0.1 -‐ 25 -‐ -‐ -‐ 34 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 17 <0.4 <1 39 39 77 -‐ 14 <0.1 -‐ 30 -‐ -‐ -‐ 36<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 <2 <0.4 <1 47 47 23 -‐ 5.7 <0.1 <10 44 <2 <5 <10 27 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 8.9 0.5 <1 21 21 14 -‐ 8.1 <0.1 -‐ 17 -‐ -‐ -‐ 26 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 22 22 10 -‐ 7.2 <0.1 -‐ 26 -‐ -‐ -‐ 23 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 13 <0.4 <1 16 16 11 -‐ 7.3 <0.1 -‐ 15 -‐ -‐ -‐ 19 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 15 <0.4 <1 50 50 22 -‐ 14 <0.1 -‐ 48 -‐ -‐ -‐ 35 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 30 30 32 -‐ 10 <0.1 -‐ 30 -‐ -‐ -‐ 40 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 35 35 27 -‐ 5.1 <0.1 -‐ 44 -‐ -‐ -‐ 27 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 8.3 <0.4 <1 7.4 7.4 8.6 -‐ <5 <0.1 -‐ 11 -‐ -‐ -‐ 14 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 18 <0.4 <1 36 36 37 -‐ 16 <0.1 -‐ 30 -‐ -‐ -‐ 27<0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 7 <0.4 <1 8.2 8.2 6.9 -‐ <5 <0.1 <10 9.4 <2 <5 <10 12 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 29 29 17 -‐ 9.3 <0.1 -‐ 24 -‐ -‐ -‐ 35 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 8.1 0.5 <1 22 22 19 -‐ 7.3 <0.1 -‐ 24 -‐ -‐ -‐ 26 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 34 34 18 -‐ 9.6 <0.1 -‐ 32 -‐ -‐ -‐ 32 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ 9.8 0.5 <1 7.4 7.4 8.1 -‐ <5 <0.1 -‐ 11 -‐ -‐ -‐ 12 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <2 <0.4 <1 34 34 29 -‐ 11 <0.1 -‐ 24 -‐ -‐ -‐ 28


Appendix J1


Asb

esto

s











AA1C

2,4-

dim

ethy

lphe

nol

2,4-

dini

trop

heno

l

2-m

ethy

lphe

nol

2-ni

trop

heno

l

3-&

4-m

ethy

lphe

nol

4,6-

Din

itro-

2-m

ethy

lphe

nol

4-ch

loro

-3-m

ethy

lphe

nol

4-ni

trop

heno

l

Ace

naph

then

e

Ace

naph

thyl

ene

Ant

hrac

ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo(a

)pyr

ene

TEQ

(low

er b

ound

)*

Ben

zo(a

)pyr

ene

TEQ

(med

ium

bou

nd)*

Ben

zo(a

)pyr

ene

TEQ

(upp

er b

ound

)*

Ben

zo[b

+j]fl

uora

nthe

ne

Ben

zo(g

,h,i)

pery

lene

Ben

zo(k

)fluo

rant

hene

Chr

ysen

e

Dib

enz(

a,h)

anth

race

ne

Fluo

rant

hene

Fluo

rene

Inde

no(1

,2,3

-c,d

)pyr

ene

Nap

htha

lene

PAH

s (S

um o

f tot

al)

Phen

anth

rene

Phen

ol

Pyre

ne


170170

0.73 300 30004 400 450003 300 40000

40 4000 240000

-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5



Appendix J1


Asb

esto

s











Guidelines




2,4-

dim

ethy

lphe

nol

2,4-

dini

trop

heno

l

2-m

ethy

lphe

nol

2-ni

trop

heno

l

3-&

4-m

ethy

lphe

nol

4,6-

Din

itro-

2-m

ethy

lphe

nol

4-ch

loro

-3-m

ethy

lphe

nol

4-ni

trop

heno

l

Ace

naph

then

e

Ace

naph

thyl

ene

Ant

hrac

ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo(a

)pyr

ene

TEQ

(low

er b

ound

)*

Ben

zo(a

)pyr

ene

TEQ

(med

ium

bou

nd)*

Ben

zo(a

)pyr

ene

TEQ

(upp

er b

ound

)*

Ben

zo[b

+j]fl

uora

nthe

ne

Ben

zo(g

,h,i)

pery

lene

Ben

zo(k

)fluo

rant

hene

Chr

ysen

e

Dib

enz(

a,h)

anth

race

ne

Fluo

rant

hene

Fluo

rene

Inde

no(1

,2,3

-c,d

)pyr

ene

Nap

htha

lene

PAH

s (S

um o

f tot

al)

Phen

anth

rene

Phen

ol

Pyre

ne


170170

0.73 300 30004 400 450003 300 40000

40 4000 240000


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ <0.5<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐


Appendix J1


Asb

esto

s











AA1C

4,6-

Din

itro-

o-cy

cloh

exyl

phe

nol

Phen

ols

(Tot

al H

alog

enat

ed)

Phen

ols

(Tot

al N

on H

alog

enat

ed)

1,1,

1,2-

tetr

achl

oroe

than

e

1,1,

1-tr

ichl

oroe

than

e

1,1,

2,2-

tetr

achl

oroe

than

e

1,1,

2-tr

ichl

oroe

than

e

1,1-

dich

loro

etha

ne

1,1-

dich

loro

ethe

ne

1,2,

3-tr

ichl

orop

ropa

ne

1,2-

dich

loro

etha

ne

1,2-

dich

loro

prop

ane

1,3-

dich

loro

prop

ane

Bro

moc

hlor

omet

hane

Bro

mod

ichl

orom

etha

ne

Bro

mof

orm

Car

bon

tetr

achl

orid

e

Chl

orod

ibro

mom

etha

ne

Chl

oroe

than

e

Chl

orof

orm

Chl

orom

etha

ne

cis-

1,2-

dich

loro

ethe

ne

cis-

1,3-

dich

loro

prop

ene

Dib

rom

omet

hane

Dic

hlor

omet

hane

Hex

achl

orob

utad

iene

Tric

hlor

oeth

ene

Tetr

achl

oroe

then

e

tran

s-1,

2-di

chlo

roet

hene

tran

s-1,

3-di

chlo

ropr

open

e

Viny

l chl

orid

e


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05<20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05



Appendix J1


Asb

esto

s











Guidelines




4,6-

Din

itro-

o-cy

cloh

exyl

phe

nol

Phen

ols

(Tot

al H

alog

enat

ed)

Phen

ols

(Tot

al N

on H

alog

enat

ed)

1,1,

1,2-

tetr

achl

oroe

than

e

1,1,

1-tr

ichl

oroe

than

e

1,1,

2,2-

tetr

achl

oroe

than

e

1,1,

2-tr

ichl

oroe

than

e

1,1-

dich

loro

etha

ne

1,1-

dich

loro

ethe

ne

1,2,

3-tr

ichl

orop

ropa

ne

1,2-

dich

loro

etha

ne

1,2-

dich

loro

prop

ane

1,3-

dich

loro

prop

ane

Bro

moc

hlor

omet

hane

Bro

mod

ichl

orom

etha

ne

Bro

mof

orm

Car

bon

tetr

achl

orid

e

Chl

orod

ibro

mom

etha

ne

Chl

oroe

than

e

Chl

orof

orm

Chl

orom

etha

ne

cis-

1,2-

dich

loro

ethe

ne

cis-

1,3-

dich

loro

prop

ene

Dib

rom

omet

hane

Dic

hlor

omet

hane

Hex

achl

orob

utad

iene

Tric

hlor

oeth

ene

Tetr

achl

oroe

then

e

tran

s-1,

2-di

chlo

roet

hene

tran

s-1,

3-di

chlo

ropr

open

e

Viny

l chl

orid

e



-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <20 <1 <20 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐


Appendix J1


Asb

esto

s











AA1C

Herbicides

1,2,

4-tr

ichl

orob

enze

ne

1,2-

dich

loro

benz

ene

1,3-

dich

loro

benz

ene

1,4-

dich

loro

benz

ene

4-ch

loro

tolu

ene

Bro

mob

enze

ne

Chl

orob

enze

ne

Hex

achl

orob

enze

ne

1,2-

dibr

omoe

than

e

Bro

mom

etha

ne

Dic

hlor

odifl

uoro

met

hane

Iodo

met

hane

Tric

hlor

oflu

orom

etha

ne

2,4,

5-tr

ichl

orop

heno

l

2,4,

6-tr

ichl

orop

heno

l

2,4-

dich

loro

phen

ol

2,6-

dich

loro

phen

ol

2-ch

loro

phen

ol

Pent

achl

orop

heno

l

tetr

achl

orop

heno

ls

Din

oseb


10 10015 13010 12080 660

-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20<0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20



Appendix J1


Asb

esto

s











Guidelines




Herbicides

1,2,

4-tr

ichl

orob

enze

ne

1,2-

dich

loro

benz

ene

1,3-

dich

loro

benz

ene

1,4-

dich

loro

benz

ene

4-ch

loro

tolu

ene

Bro

mob

enze

ne

Chl

orob

enze

ne

Hex

achl

orob

enze

ne

1,2-

dibr

omoe

than

e

Bro

mom

etha

ne

Dic

hlor

odifl

uoro

met

hane

Iodo

met

hane

Tric

hlor

oflu

orom

etha

ne

2,4,

5-tr

ichl

orop

heno

l

2,4,

6-tr

ichl

orop

heno

l

2,4-

dich

loro

phen

ol

2,6-

dich

loro

phen

ol

2-ch

loro

phen

ol

Pent

achl

orop

heno

l

tetr

achl

orop

heno

ls

Din

oseb


10 10015 13010 12080 660


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐


Appendix J1


Asb

esto

s











AA1C

4,4-

DD

E

a-B

HC

Ald

rin

Ald

rin +

Die

ldrin

b-B

HC

chlo

rdan

e

d-B

HC

DD

D

DD

T

DD

T+D

DE+

DD

D

Die

ldrin

Endo

sulfa

n I

Endo

sulfa

n II

Endo

sulfa

n su

lpha

te

Endr

in

Endr

in a

ldeh

yde

Endr

in k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Toxa

phen

e

Aro

chlo

r 101

6

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PCB

s (S

um o

f tot

al)

Met

hyl E

thyl

Ket

one

4-M

ethy

l-2-p

enta

none

Ace

tone

Ally

l chl

orid

e

Car

bon

disu

lfide


180180

6 50 240 10 6 300 20 110 90 600 20 10 500 30 110 70 400 20 10 400 30 145 530 3600 100 50 2500 160 7

-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05



Appendix J1


Asb

esto

s











Guidelines




4,4-

DD

E

a-B

HC

Ald

rin

Ald

rin +

Die

ldrin

b-B

HC

chlo

rdan

e

d-B

HC

DD

D

DD

T

DD

T+D

DE+

DD

D

Die

ldrin

Endo

sulfa

n I

Endo

sulfa

n II

Endo

sulfa

n su

lpha

te

Endr

in

Endr

in a

ldeh

yde

Endr

in k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Toxa

phen

e

Aro

chlo

r 101

6

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PCB

s (S

um o

f tot

al)

Met

hyl E

thyl

Ket

one

4-M

ethy

l-2-p

enta

none

Ace

tone

Ally

l chl

orid

e

Car

bon

disu

lfide


180180

6 50 240 10 6 300 20 110 90 600 20 10 500 30 110 70 400 20 10 400 30 145 530 3600 100 50 2500 160 7


-‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.05 <0.05 <0.05 <0.05 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐


Appendix F

Table 1 - Summary of Soil Analytical Results - Deep Fill Assessment

Asb

esto

s

Cat

ion

Exch

ange

Cap

acity

Cla

y C

onte

nt (%

)

Cya

nide

Tot

al

Fluo

ride

Moi

stur

e C

onte

nt (d

ried

@ 1

03°C

)

pH (1

:5 a

queo

us e

xtra

ct)

pH (1

:5 s

oil:

CaC

l2 e

xtra

ct)

Sulp

hate

Sulp

hate

as

S

C6-

C10

C10

-C16

C16

-C34

C34

-C40

NA

PHTH

ALE

NE

F1 -

C6-

C10

less

BTE

X

F2 -

C10

-C16

less

NA

PHTH

ALE

NE

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

+C10

- C

36 (S

um o

f tot

al)

Ben

zene

Ethy

lben

zene

Tolu

ene

Xyle

ne (m

& p

)

Xyle

ne (o

)

Xyle

ne T

otal

1,2,

4-tr

imet

hylb

enze

ne

1,3,

5-tr

imet

hylb

enze

ne

Isop

ropy

lben

zene

Styr

ene

Ars

enic

Cad

miu

m

Chr

omiu

m (h

exav

alen

t)

Chr

omiu

m (I

II+VI

)

Cop

per

Lead

Mer

cury

Mol

ybde

num

Nic

kel

Sele

nium

Silv

er

Tin

Zinc

meq/100g % mg/kg mg/kg % pH_Units pH_Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.05 -‐ 5 100 0.1 0.1 0.1 30 10 20 50 100 100 0.5 20 50 20 20 50 50 50 0.1 0.1 0.1 0.2 0.1 0.3 0.05 0.05 0.05 0.05 2 0.4 1 5 5 5 0.1 10 5 2 5 10 5

100 273 1121 585 1347120 1300 5600 180 65 125 105 45

100 20 100 6000 300 40 400 200 7400500 150 500 30000 1200 120 1200 1400 60000300 90 300 17000 600 80 1200 700 30000

5 50 280 0.7 480 11088 1 310

150 2290 3

4500 6300 1400 4400 3300 100 4500 14000 120005800 8100 2200 5600 4200 140 5900 21000 170005300 7400 1900 5100 3800 120 5300 18000 15000


Sampled Date Lab Report Number

TP7_0.1 0.1 23/09/2014 433532 -‐ -‐ -‐ - - 14 - - 120 40 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - <2 <0.4 <1 32 43 9.9 <0.1 <10 31 <2 <5 <10 43

TP7_0.5 0.5 23/09/2014 433532 -‐ -‐ -‐ - - 16 - - 720 240 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - 4.8 <0.4 <1 27 47 9.8 <0.1 <10 27 <2 <5 <10 38

TP7_1.0 1.0 23/09/2014 433532 ND 68 13 - - 21 - 10 1100 360 <20 <50 210 <100 <0.5 <20 <50 <20 <20 130 82 210 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - <2 <0.4 <1 36 28 9.2 <0.1 <10 36 <2 <5 <10 50

TP7_1.5 1.5 23/09/2014 433532 -‐ -‐ -‐ <5 210 17 9 - - - <20 <50 100 <100 <0.5 <20 <50 <20 <20 58 <50 58 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 6.1 0.7 <1 49 120 25 <0.1 <10 32 <2 <5 <10 61

TP7_2.0 2.0 23/09/2014 433532 -‐ -‐ -‐ - - 18 - - 1100 380 <20 <50 160 <100 <0.5 <20 <50 <20 <20 110 56 170 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - <2 0.4 <1 31 63 9.5 <0.1 <10 32 <2 <5 <10 72

TP7_2.6 2.6 23/09/2014 433532 -‐ -‐ -‐ - - 19 - - 530 180 - - - - -‐ - - - - - - - - - - - - - - - - - <2 <0.4 <1 42 20 7.7 <0.1 <10 50 <2 <5 <10 39

TP8_0.1 0.1 23/09/2014 433532 -‐ -‐ -‐ <5 190 16 9.2 - - - <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 <2 <0.4 <1 27 28 6.8 <0.1 <10 25 <2 <5 <10 44

TP8_0.5 0.5 23/09/2014 433532 -‐ -‐ -‐ - - 16 - - 640 210 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - <2 <0.4 <1 14 16 7.1 <0.1 <10 14 <2 <5 <10 30

TP8_1.0 1.0 23/09/2014 433532 -‐ -‐ -‐ - - 18 - - 750 250 <20 <50 150 <100 <0.5 <20 <50 <20 <20 98 60 160 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - <2 <0.4 <1 33 45 9.4 <0.1 <10 39 <2 <5 <10 43

TP8_1.5 1.5 23/09/2014 433532 -‐ -‐ -‐ - - 20 - - 460 150 - - - - -‐ - - - - - - - - - - - - - - - - - 13 0.5 <1 25 11 7.6 <0.1 <10 25 <2 <5 <10 28

TP8_2.0 2.0 23/09/2014 433532 -‐ -‐ -‐ - - 14 - - - - <20 <50 140 <100 <0.5 <20 <50 <20 <20 90 92 180 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - - - - - - - - - - - - - -

TP8_2.5 2.5 23/09/2014 433532 -‐ -‐ -‐ - - 15 - - 350 120 <20 <50 200 <100 <0.5 <20 <50 <20 <20 140 110 250 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - <2 0.5 <1 32 47 20 <0.1 <10 26 <2 <5 <10 80

TP8_3.8 3.8 23/09/2014 433532 -‐ -‐ -‐ - - 16 - - 350 120 - - - - -‐ - - - - - - - - - - - - - - - - - <2 <0.4 <1 30 14 10 <0.1 <10 25 <2 <5 <10 37

TP9_0.1 0.1 23/09/2014 433532 -‐ -‐ -‐ - - 14 - - 39 13 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - <2 <0.4 <1 15 17 7.2 <0.1 <10 17 <2 <5 <10 39

TP9_0.5 0.5 23/09/2014 433532 -‐ -‐ -‐ <5 200 13 8.6 - - - <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 <0.05 <0.05 <0.05 <0.05 3.9 <0.4 <1 13 12 6.8 <0.1 <10 15 <2 <5 <10 25

TP9_1.0 1.0 23/09/2014 433532 -‐ -‐ -‐ - - 12 - - 400 130 - - - - -‐ - - - - - - - - - - - - - - - - - 7.7 <0.4 <1 5.5 <5 <5 <0.1 <10 7.6 <2 <5 <10 9.9

TP9_1.5 1.5 23/09/2014 433532 -‐ -‐ -‐ - - 19 - - 540 180 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - 12 <0.4 <1 16 <5 6.5 <0.1 <10 15 <2 <5 <10 13

TP9_2.0 2.0 23/09/2014 433532 -‐ -‐ -‐ - - 15 - - 640 210 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 58 82 140 <0.1 0.1 0.2 0.3 <0.1 0.4 - - - - 3.6 0.5 <1 40 35 18 <0.1 <10 31 <2 <5 <10 62

TP9_3.0 3.0 23/09/2014 433532 -‐ -‐ -‐ - - 18 - - 320 110 <20 <50 <100 <100 <0.5 <20 <50 <20 <20 <50 <50 <50 <0.1 <0.1 <0.1 <0.2 <0.1 <0.3 - - - - <2 0.4 <1 49 19 11 <0.1 <10 39 <2 <5 <10 42

Guidelines


Inorganics Petroleum Hydrocarbons Monocyclic Aromatic Hydrocarbons Metals

Laboratory UnitsLaboratory Limit of ReportingNEPM 2013 Calculated EILs - Urban Residential and Public Open SpaceNEPM ESLs for Urban Residential and Public Open Space for Fine Soils


NEPM 2013 Residential B SoilNEPM 2013 Recreational C SoilNEPM HSL-A/B, 0 to <1m, Clay Soils for Vapour IntrusionNEPM HSL-A/B, 1m to <2m, Clay Soils for Vapour IntrusionNEPM HSL-A/B, 2m to <4m, Clay Soils for Vapour IntrusionNEPM HSL-A/B, 4m to <8m, Clay Soils for Vapour Intrusion

CRC CARE HSL-B Residential (High Density) Direct ContactCRC CARE HSL-C Recreational / Open Space Direct Contact


NEPM: National Environment Protection (Assessment of Site Contamination) Amended Measure 2013, Schedule B1 Guideline on investigation levels for soil and groundwater. HIL-‐A residential (low density), HIL-‐B (high density), HIL-‐C (recreational).


Appendix F


Asb

esto

s



TP7_0.1 0.1 23/09/2014 433532

TP7_0.5 0.5 23/09/2014 433532

TP7_1.0 1.0 23/09/2014 433532

TP7_1.5 1.5 23/09/2014 433532

TP7_2.0 2.0 23/09/2014 433532

TP7_2.6 2.6 23/09/2014 433532

TP8_0.1 0.1 23/09/2014 433532

TP8_0.5 0.5 23/09/2014 433532

TP8_1.0 1.0 23/09/2014 433532

TP8_1.5 1.5 23/09/2014 433532

TP8_2.0 2.0 23/09/2014 433532

TP8_2.5 2.5 23/09/2014 433532

TP8_3.8 3.8 23/09/2014 433532

TP9_0.1 0.1 23/09/2014 433532

TP9_0.5 0.5 23/09/2014 433532

TP9_1.0 1.0 23/09/2014 433532

TP9_1.5 1.5 23/09/2014 433532

TP9_2.0 2.0 23/09/2014 433532

TP9_3.0 3.0 23/09/2014 433532

Guidelines








2,4-

dim

ethy

lphe

nol

2,4-

dini

trop

heno

l

2-m

ethy

lphe

nol

2-ni

trop

heno

l

3-&

4-m

ethy

lphe

nol

4,6-

Din

itro-

2-m

ethy

lphe

nol

4-ch

loro

-3-m

ethy

lphe

nol

4-ni

trop

heno

l

Ace

naph

then

e

Ace

naph

thyl

ene

Ant

hrac

ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo(a

)pyr

ene

TEQ

(low

er b

ound

)*

Ben

zo(a

)pyr

ene

TEQ

(med

ium

bou

nd)*

Ben

zo(a

)pyr

ene

TEQ

(upp

er b

ound

)*

Ben

zo[b

+j]fl

uora

nthe

ne

Ben

zo(g

,h,i)

pery

lene

Ben

zo(k

)fluo

rant

hene

Chr

ysen

e

Dib

enz(

a,h)

anth

race

ne

Fluo

rant

hene

Fluo

rene

Inde

no(1

,2,3

-c,d

)pyr

ene

Nap

htha

lene

PAH

s (S

um o

f tot

al)

Phen

anth

rene

Phen

ol

Pyre

ne

4,6-

Din

itro-

o-cy

cloh

exyl

phe

nol

Phen

ols

(Tot

al H

alog

enat

ed)

Phen

ols

(Tot

al N

on H

alog

enat

ed)

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.5 5 0.2 1 0.4 5 1 5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 20 1 20

1700.7

3 300 30004 400 450003 300 40000

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <20 <1 <20

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <20 <1 <20

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 0.6 - <0.5 - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

<0.5 <5 <0.2 <1 <0.4 <5 <1 <5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <20 <1 <20

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

- - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 1.2 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - <0.5 - - -

Polycyclic Aromatic Hydrocarbons/Phenols Phenolics


Appendix F


Asb

esto

s



TP7_0.1 0.1 23/09/2014 433532

TP7_0.5 0.5 23/09/2014 433532

TP7_1.0 1.0 23/09/2014 433532

TP7_1.5 1.5 23/09/2014 433532

TP7_2.0 2.0 23/09/2014 433532

TP7_2.6 2.6 23/09/2014 433532

TP8_0.1 0.1 23/09/2014 433532

TP8_0.5 0.5 23/09/2014 433532

TP8_1.0 1.0 23/09/2014 433532

TP8_1.5 1.5 23/09/2014 433532

TP8_2.0 2.0 23/09/2014 433532

TP8_2.5 2.5 23/09/2014 433532

TP8_3.8 3.8 23/09/2014 433532

TP9_0.1 0.1 23/09/2014 433532

TP9_0.5 0.5 23/09/2014 433532

TP9_1.0 1.0 23/09/2014 433532

TP9_1.5 1.5 23/09/2014 433532

TP9_2.0 2.0 23/09/2014 433532

TP9_3.0 3.0 23/09/2014 433532

Guidelines








Herbicides

1,1,

1,2-

tetr

achl

oroe

than

e

1,1,

1-tr

ichl

oroe

than

e

1,1,

2,2-

tetr

achl

oroe

than

e

1,1,

2-tr

ichl

oroe

than

e

1,1-

dich

loro

etha

ne

1,1-

dich

loro

ethe

ne

1,2,

3-tr

ichl

orop

ropa

ne

1,2-

dich

loro

etha

ne

1,2-

dich

loro

prop

ane

1,3-

dich

loro

prop

ane

Bro

moc

hlor

omet

hane

Bro

mod

ichl

orom

etha

ne

Bro

mof

orm

Car

bon

tetr

achl

orid

e

Chl

orod

ibro

mom

etha

ne

Chl

oroe

than

e

Chl

orof

orm

Chl

orom

etha

ne

cis-

1,2-

dich

loro

ethe

ne

cis-

1,3-

dich

loro

prop

ene

Dib

rom

omet

hane

Dic

hlor

omet

hane

Hex

achl

orob

utad

iene

Tric

hlor

oeth

ene

Tetr

achl

oroe

then

e

tran

s-1,

2-di

chlo

roet

hene

tran

s-1,

3-di

chlo

ropr

open

e

Viny

l chl

orid

e

1,2,

4-tr

ichl

orob

enze

ne

1,2-

dich

loro

benz

ene

1,3-

dich

loro

benz

ene

1,4-

dich

loro

benz

ene

4-ch

loro

tolu

ene

Bro

mob

enze

ne

Chl

orob

enze

ne

Hex

achl

orob

enze

ne

1,2-

dibr

omoe

than

e

Bro

mom

etha

ne

Dic

hlor

odifl

uoro

met

hane

Iodo

met

hane

Tric

hlor

oflu

orom

etha

ne

2,4,

5-tr

ichl

orop

heno

l

2,4,

6-tr

ichl

orop

heno

l

2,4-

dich

loro

phen

ol

2,6-

dich

loro

phen

ol

2-ch

loro

phen

ol

Pent

achl

orop

heno

l

tetr

achl

orop

heno

ls

Din

oseb

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 1 0.5 0.5 0.5 1 1 20

10 10015 13010 120

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.2 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <1 <0.5 <0.5 <0.5 <1 <1 <20

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Chlorinated Hydrocarbons Halogenated Benzenes Halogenated Hydrocarbons Halogenated Phenols


Appendix F


Asb

esto

s



TP7_0.1 0.1 23/09/2014 433532

TP7_0.5 0.5 23/09/2014 433532

TP7_1.0 1.0 23/09/2014 433532

TP7_1.5 1.5 23/09/2014 433532

TP7_2.0 2.0 23/09/2014 433532

TP7_2.6 2.6 23/09/2014 433532

TP8_0.1 0.1 23/09/2014 433532

TP8_0.5 0.5 23/09/2014 433532

TP8_1.0 1.0 23/09/2014 433532

TP8_1.5 1.5 23/09/2014 433532

TP8_2.0 2.0 23/09/2014 433532

TP8_2.5 2.5 23/09/2014 433532

TP8_3.8 3.8 23/09/2014 433532

TP9_0.1 0.1 23/09/2014 433532

TP9_0.5 0.5 23/09/2014 433532

TP9_1.0 1.0 23/09/2014 433532

TP9_1.5 1.5 23/09/2014 433532

TP9_2.0 2.0 23/09/2014 433532

TP9_3.0 3.0 23/09/2014 433532

Guidelines








4,4-

DD

E

a-B

HC

Ald

rin

Ald

rin +

Die

ldrin

b-B

HC

chlo

rdan

e

d-B

HC

DD

D

DD

T

DD

T+D

DE+

DD

D

Die

ldrin

Endo

sulfa

n I

Endo

sulfa

n II

Endo

sulfa

n su

lpha

te

Endr

in

Endr

in a

ldeh

yde

Endr

in k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Toxa

phen

e

Aro

chlo

r 101

6

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PCB

s (S

um o

f tot

al)

Met

hyl E

thyl

Ket

one

4-M

ethy

l-2-p

enta

none

Ace

tone

Ally

l chl

orid

e

Car

bon

disu

lfide


180

6 50 240 10 6 300 20 110 90 600 20 10 500 30 110 70 400 20 10 400 30 1

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

<0.05 <0.05 <0.05 <0.1 <0.05 <0.1 <0.05 <0.05 <0.05 <0.15 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.05 <0.05 <0.05 <0.05 <0.05

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -


of 24

Met

hod

Bai

ler /

Low

-Flo

w)

Wel

l Dep

th

Dep

th to

Wat

er

Wat

er L

evel

AH

D

pH Tem

p o C

Con

duct

ivity

Dis

solv

ed o

xyge

n

Red

ox

Dra

w-d

own

metres metres metres Celcius µS/cm ppm mV metres

NHMRC Recreational water quality (Aesthetics)

Well IDElevation

(TOC, AHD; June 2014)

Easting (TOC; June

2014)

Northing (TOC; June

2014)Date Sampled Comments Lab. Rept.

MW206 10.47 264508.6 5775465 08-Apr-2014 Cloudy, no odour 414696 LF 9.61 7.34 3.13 7.06 17.9 5100 0.96 -77.1 0MW206 10.47 264508.6 5775465 16-May-2014 Hanna WQM, slightly cloudy, no odour. Note DO and redox compared to previous sampled (GW35) (AW) 418735 LF 9.14 7.375 3.095 6.45 18.86 7180 0.18 -7.7 -0.015MW206 10.47 264508.6 5775465 17-Jun-2014 Turbid, light brown. Sampled after 12 litres removed (AW) 422090 B 9.545 7.398 3.072 7.24 17.5 4837 1.55 78.5 0MW212 11.82 264620.6 5775418 28-Apr-2014 Hanna WQM, cloudy, no odour 416337 LF 10.35 8.6 3.22 7.31 18.4 9541 1.58 -22.5 0MW212 11.82 264620.6 5775418 16-Jun-2014 Turbid. Sampled after 15 litres removed (AW) 422090 B 10.782 8.644 3.176 7.58 17 8056 3.25 125 0MW220 10.323 264557.2 5775402 06-Jun-2014 Bailer grab sample no WQM parameters 421250 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW220 10.323 264557.2 5775402 17-Jun-2014 Moderately turbid, light brown. Sampled after 12 litres removed 422090 B 8.88 7.094 3.229 7.07 17.9 3802 1.44 111.2 #N/AMW221 9.969 264540.7 5775447 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW221 9.969 264540.7 5775447 17-Jun-2014 Moderately turbid, light brown. Well bailed dry (7 L) on 16-06, sampled after 5 L removed on 17-06 422090 B 9.34 6.821 3.148 7.16 16.9 3542 5.22 124.9 #N/AMW222 9.058 264540.2 5775497 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW222 9.058 264540.2 5775497 17-Jun-2014 Slightly turbid, brown. Well bailed dry sampled after 10 litres removed (AW) 422090 B 9.43 6.012 3.046 7.32 16.4 7917 2.01 92 #N/A

BH24 55.876 264829.4 5775619 07-Nov-2013 Not enough water for field paramater measurement 399286 B 30.74 30.1 25.776 - - - - - -BH24 1ST BAIL 55.876 264829.4 5775619 06-Nov-2013 #N/A 399286 B 30.74 30.1 25.776 - - - - - -GW02 10.207 264279.4 5775268 26-Nov-2013 Moderately turbid, light grey, no odour 401363 B 10.116 8.599 1.608 6.83 18.3 4521 1.55 91 -GW02 10.207 264279.4 5775268 24-Oct-2013 Clear, no odour, QC1A, QC1B, RiNSE 1A -> well is GW02 397687 LF 10.11 8.57 1.637 6.85 17 4515 0.61 269.4 0.063GW09 9.793 264424.2 5775127 24-Oct-2013 Clear, no odour 397687 LF 10.037 7.39 2.403 6.74 16.5 5132 1.34 164.9 0.7GW09 9.793 264424.2 5775127 26-Nov-2013 Moderately turbid, grey, no odour, bailed dry 401363 B 10.637 7.388 2.405 6.83 17.4 6245 3.64 3.2 -GW35 7.288 264430.0 5775816 25-Oct-2013 Slightly turbid (dark grey), H2S odour, MWRinse01 MGT batch 409 397687 LF 8.267 4.244 3.044 7.24 16 1950 0.21 -176 0GW35 7.288 264430.0 5775816 26-Nov-2013 Very turbid, dark grey, becoming lighter, H2S odour 401363 B 8.304 4.286 3.002 7.38 15.5 1422 0.71 -175.9 -GW14A 9.64 264620.7 5775789 25-Oct-2013 Clear, slight H2S odour, flow through cell sucking air, MW-QC01, MW-QC02, well purged dry 397687 LF 15.514 12.635 -2.995 6.83 15.3 13810 3.41 52 0.72GW14A 9.64 264620.7 5775789 26-Nov-2013 Clear, H2S odour, bailed dry - > water not recharging fast enough to complete sampling 401363 B 15.613 14.468 -4.828 6.61 17.5 13790 0.48 -183.2 -GW14A 9.64 264620.7 5775789 16-May-2014 Hanna WQM, clear, no odour (AW) 418735 LF 15.59 12.34 -2.7 6.3 16.42 15690 0.21 -15.2 0.885GW14A 9.64 264620.7 5775789 16-Jun-2014 Cloudy. Well bailed dry after 1 well volume - sampled after recovery (AW) 422090 B 15.597 13.877 -4.237 6.83 16.5 12794 1.67 -77.6 0GW30 7.715 264282.5 5775522 01-Aug-2013 Clear, moderate H2S odour 388000 LF 15.721 6.346 1.369 6.66 15.9 9773 0.3 -105 0.78GW30 7.715 264282.5 5775522 26-Oct-2013 Turbid (grey brown), no odour, 58 L bailer sample 397687 B 15.652 6.387 1.328 6.81 16.5 9890 2.9 37.6 -GW30 7.715 264282.5 5775522 08-Apr-2014 Slightly turbid (brown), no odour 414696 LF 15.71 6.76 0.955 6.68 17 10390 2.84 55.2 0.262GW31 8.764 264389.6 5775608 01-Aug-2013 Clear, no odour 388000 LF 12.821 6.412 2.352 6.9 16.7 7163 1.52 131 0.31GW31 8.764 264389.6 5775608 26-Oct-2013 Turbid (light brown) no odour, 39 L bailer sample 397687 B 12.749 6.438 2.326 7.08 17.1 7150 4.55 137 -GW31 8.764 264389.6 5775608 08-Apr-2014 Clear, no odour 414696 LF 12.82 6.537 2.227 6.92 17.8 7237 3.8 132.2 0.061GW31 8.764 264389.6 5775608 16-May-2014 YSI WQM. Clear, no odour (RM) 418735 LF 12.75 6.544 2.22 6.89 15.8 6799 1.5 162 0.03GW31 8.764 264389.6 5775608 17-Jun-2014 Slightly turbid, grey-brown. Sampled after 45 litres removed (AW) 422090 B 6.543 6.543 2.221 7.09 16.8 6921 2.61 174.1 0GW33 11.491 264415.8 5775246 31-Jul-2013 0 388000 LF 12.962 8.206 3.285 6.86 17.4 4043 0.99 82 0.01GW33 11.491 264415.8 5775246 26-Oct-2013 Turbid (brown), no odour, 31 L bailer sample 397687 B 12.827 8.216 3.275 6.94 17.8 3210 2.4 74.6 -GW33 11.491 264415.8 5775246 07-Apr-2014 Clear, no odour 414591 LF 12.87 8.383 3.108 6.9 18.4 4105 2.88 83 0.006GW34 17.063 264694.6 5775424 31-Jul-2013 Slightly turbid 388000 LF 16.52 11.972 5.091 7.01 15.6 13757 1.77 105 0.15GW34 17.063 264694.6 5775424 24-Oct-2013 24 L bailer sample 397687 B 15.48 11.47 5.593 7.77 16.8 4245 5.39 219.7 -GW34 17.063 264694.6 5775424 08-Apr-2014 Cloudy, no odour 414696 LF 15.42 11.81 5.253 7.07 18.1 14481 1.62 15 0GW34 17.063 264694.6 5775424 16-‐May-‐2014 #N/A 418735 #N/A #N/A #N/A #N/A - #N/A #N/A #N/A #N/A #N/AGW34 17.063 264694.6 5775424 16-Jun-2014 Cloudy. Sampled after 25 litres removed (AW) 422090 B 11.832 11.832 5.231 7.48 17.2 13.563 3.97 153 0GW07S 13.5 264590.6 5775246 24-‐Oct-‐2013 #N/A 397687 #N/A #N/A #N/A #N/A - #N/A #N/A #N/A #N/A #N/AGW07S 13.5 264590.6 5775246 08-Apr-2014 Slightly cloudy, no odour 414696 LF 12.67 10.49 3.01 7.17 17.6 12886 4.89 -69.9 0GW07S 13.5 264590.6 5775246 31-Jul-2013 Clear, no odour 388000 LF 12.673 10.382 3.118 7.18 16.7 13146 3.6 123 -0.025MW05 10.457 264265.8 5775366 26-Nov-2013 Clear light golden brown then changed to very turbid grey, no odour 401363 B 9.403 8.548 1.909 12.09 19.4 3505 3.53 -112.8 -

Surrounding Groundwater Monitoring Wells

Laboratory Limit of ReportingANZECC 2000 FW 95%NHMRC Recreational water quality (Health)

NHMRC Recreational water quality modified (H=Health A=Aesthetics) *

Appendix J2Summary of Groundwater Analytical Results and Field Parameters - AA1B

AA1B Groundwater Monitoring Wells

Units

Field Parameters

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Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units

Field Parameters

MW101 10.142 264471.1 5775300 31-Jul-2013 Moderately turbid - light brown, no odour 388000 LF 9.114 6.767 3.375 7.35 18.3 3487 1.62 93 0.04MW101 10.142 264471.1 5775300 24-Oct-2013 Cloudy, no odour, 15 L bailer sample 397687 B 9.07 6.77 3.372 8.13 18 3335 4.45 241.9 -MW101 10.142 264471.1 5775300 30-Apr-2014 Hanna WQM, slightly cloudy, no odour 416535 LF 9.114 6.925 3.217 7.59 17.46 5985 1.09 -21.7 0.005MW101 10.142 264471.1 5775300 17-May-2014 YSI WQM. Slightly turbid, no odour (RM) 418821 LF 9.04 6.942 3.2 7.09 18.5 4132 1.4 46.8 0.017MW102 11.320 264392.6 5775448 01-Aug-2013 Very turbid - light brown 388000 LF 10.434 9.171 2.149 6.93 16.3 4516 1.57 110 0.1MW102 11.320 264392.6 5775448 24-Oct-2013 Cloudy, no odour, 20 L bailer sample 397687 B 10.425 8.2 3.120 8.22 17.3 3893 3.32 254 -MW102 10.494 264392.6 5775448 08-Apr-2014 Turbid, no odour 414696 LF 9.61 7.56 2.934 7 18.2 4126 1.2 51.7 0MW103A 11.643 264475.0 5775408 26-Nov-2013 Slightly turbid light grey, no odour 401363 B 13.002 12.271 -0.628 7.06 20 6867 3.46 100.6 -MW103A 11.643 264475.0 5775408 07-Apr-2014 Clear, no odour 414591 LF 13 10.176 1.467 7.04 19.8 4908 1.9 85.6 0.428MW103A 11.643 264475.0 5775408 17-May-2014 Hanna WQM, Clear, no odour (AW) 418821 LF 13 10.965 0.678 6.3 18.9 7740 0.44 -11.6 0.02MW103A 11.643 264475.0 5775408 17-Jun-2014 Turbid, light brown. Sampled after 7.5 litres removed (AW) 422090 B 12.93 11.521 0.122 7.17 17.6 3739 2 48 0MW104 11.839 264454.2 5775510 01-Aug-2013 Very turbid - brown/yellow, no odour 388000 LF 10.76 8.656 3.183 6.97 16.5 6253 0.47 105 0.27MW104 11.839 264454.2 5775510 24-Oct-2013 Cloudy, no odour, 20 L bailer sample 397687 B 10.54 8.67 3.169 7.13 16.4 6100 3.98 249 -MW104 10.194 264454.2 5775510 08-Apr-2014 Well too turbid to LF, bailed dry 07-04-2014 then bailer sample collected 08-04-2014 414696 B 8.66 7.21 2.984 7.71 17.3 6305 3.4 65.2 -MW105 10.732 264465.4 5775633 31-Jul-2013 Turbid - light brown, no odour 388000 LF 10.558 8.059 2.673 6.96 16.7 6818 0.73 92 0.1MW105 10.732 264465.4 5775633 26-Oct-2013 Cloudy, no odour, 15 L bailer sample 397687 B 10.476 8.087 2.645 7.14 16.6 3320 3.31 76.7 -MW105 9.744 264465.4 5775633 08-Apr-2014 Cloudy, no odour 414696 LF 9.555 7.23 2.514 6.96 17.3 7392 0.86 30 -0.001MW105 9.744 264465.4 5775633 16-May-2014 YSI WQM. Clear, no odour (RM) 418735 LF 9.5 7.226 2.518 6.25 17.5 7210 2.8 117.1 -0.007MW105 9.744 264465.4 5775633 17-Jun-2014 Slightly turbid, grey-brown. Sampled after 15 litres removed (AW) 422090 B 9.495 7.237 2.507 7.05 17 7266 1.71 96.5 0MW107 9.524 264530.2 5775737 25-Oct-2013 Very turbid (brown), slight H2S odour 397687 LF 9 6.778 2.746 7.07 16 3840 1.69 4.8 -0.006MW107 8.861 264530.2 5775737 26-Nov-2013 Very turbid, brown, no odour 401363 B 8.367 6.146 2.715 7.35 17.1 6362 1.96 39.9 -MW107 8.861 264530.2 5775737 16-May-2014 Hanna WQM, cloudy, no odour. (AW) 418735 LF 9 6.34 2.521 6.26 18.87 10000 0.47 -6.7 0MW107 8.861 264530.2 5775737 23-May-2014 #N/A 419387 #N/A #N/A #N/A #N/A - #N/A #N/A #N/A #N/A #N/AMW107 8.861 264530.2 5775737 17-Jun-2014 Turbid, grey brown. Sampled after 12 litres removed (AW) 422090 B 8.08 6.351 2.51 7.21 16.9 3722 3.77 91.2 0MW108 17.852 264705.5 5775605 26-Oct-2013 Slightly turbid (orange brown) not enough water for field params, removed all water (1L) 397687 B 13.104 12.745 5.107 - - - - - -MW108 17.142 264705.5 5775605 26-Nov-2013 Moderately yellow-brown turbid, bailed dry 401363 B 12.492 11.296 5.846 7.38 19.2 10004 1.83 24.8 -MW108 17.142 264705.5 5775605 30-Apr-2014 Hanna WQM, slightly cloudy, no odour 416576 LF 13.17 11.1 6.042 7.61 14.46 11310 2.05 -19.7 0.12MW108 17.142 264705.5 5775605 16-May-2014 Hanna WQM, clear, no odour. No recovery in well, sample taken following 0.3 L removal (AW) 418735 LF 12.46 11.52 5.622 6.64 22.62 11850 3.02 -13.9 0MW108 17.142 264705.5 5775605 16-Jun-2014 Slightly turbid. Well bailed dry after 1 well volume - sampled after recovery (AW) 422090 B 12.475 11.152 5.99 7.53 17 9507 3.8 54.1 0MW108A 17.021 264704.4 5775608 24-Oct-2013 Clear, no odour, 3 L bailer sample 397687 B 21.16 20.335 -3.314 7.6 16.4 10268 2.93 241 -MW108A 17.021 264704.4 5775608 26-Nov-2013 Slightly yellow-brown turbid 401363 B 21.174 11.036 5.985 7.02 18.1 10341 1.71 -0.5 -MW108A 17.021 264704.4 5775608 16-May-2014 Hanna WQM, clear, no odour (AW) 418735 LF 21.34 10.23 6.791 6.56 19.01 12090 0.73 -11.0 0.9MW108A 17.021 264704.4 5775608 16-Jun-2014 Slightly turbid. Well bailed dry after 1 well volume - sampled after recovery (AW) 422090 B 21.186 10.328 6.693 7.22 17 10090 3.62 89.9 0MW109 11.419 264605.9 5775511 24-Oct-2013 Silghtly cloudy, no odour 397687 LF 10.66 8.02 3.399 7.2 15.5 8650 0.99 197 0MW109 10.812 264605.9 5775511 26-Nov-2013 Moderately turbid, brown, no odour 401363 B 10.124 7.465 3.347 7.59 17.7 8586 4.02 47.6 -MW109 10.812 264605.9 5775511 16-May-2014 YSI WQM. Clear, no odour (RM) 418735 LF 9.99 7.651 3.161 6.14 18 9450 3 70.3 0.432MW109 10.812 264605.9 5775511 16-Jun-2014 Turbid, grey brown. Well bailed dry after 1 well volume - sampled after recovery (AW) 422090 B 9.99 7.685 3.127 7.23 16 9051 2.6 122.1 0MW201 10.548 264459.1 5775250 07-Apr-2014 Slightly turbid (brown), no odour 414591 LF 9.6 7.387 3.161 7.13 18.6 5870 1.13 91.6 -0.004MW202 13.682 264620.8 5775344 08-Apr-2014 Slightly turbid (brown), no odour 414696 LF 12.82 10.405 3.277 7.19 18.1 11450 1.64 90.7 0MW202 13.682 264620.8 5775344 16-May-2014 YSI WQM. Slightly turbid, no odour (RM) 418735 LF 12.88 10.436 3.246 6.75 18.5 11230 3.2 32 -0.021MW202 13.682 264620.8 5775344 16-Jun-2014 Turbid. Well bailed dry after 2 well volumes - sampled after recovery -> 15 L removed (AW) 422090 B 12.779 10.454 3.228 7.28 18.1 10980 4.3 121 0MW203 11.157 264471.9 5775352 07-Apr-2014 Clear, no odour 414591 LF 10.76 7.882 3.275 6.96 19.4 6672 0.81 93.8 0.117MW203 11.157 264471.9 5775352 17-May-2014 YSI WQM. Clear, no odour (RM) 418821 LF 10.69 7.924 3.233 6.82 19.1 6329 0.9 1.8 0.137MW203 11.157 264471.9 5775352 17-Jun-2014 Slightly turbid. Sampled after 17 litres removed (AW) 422090 B 10.69 7.949 3.208 7.09 18.4 6300 0.93 81.7 0


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Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units

Field Parameters

MW204 10.872 264374.1 5775379 07-Apr-2014 Slightly turbid 414591 LF 9.78 7.68 3.192 6.98 19.2 4501 1.09 40.3 0.01MW205 10.986 264419.7 5775418 07-Apr-2014 Turbid no odour 414591 LF 14.35 8.15 2.836 7.05 18.4 5130 0.8 20.1 0.116MW205 10.986 264419.7 5775418 23-May-2014 #N/A 419387 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW207 11.273 264436.5 5775459 07-Apr-2014 Turbid no odour 414591 LF 16.05 8.875 2.398 6.95 19.8 7981 0.71 9.8 0MW207 11.273 264436.5 5775459 16-May-2014 YSI WQM. Clear no odour (RM) - redox did not stabilise started at +81 was still going down at -10.5 418735 LF 15.9 8.756 2.517 7.07 18.8 5214 2.7 -10.5 0.183MW207 11.273 264436.5 5775459 17-Jun-2014 Clear. Sampled after 45 litres removed (AW) 422090 B 15.8 8.74 2.533 7.33 17.4 4838 1.05 53.4 0MW208 10.188 264461.1 5775545 07-Apr-2014 Final conductivity on field sheet may have been error. Changed from 3388 to 7388 to be more consistent with previous. Cloudy no odour414591 LF 10.12 7.34 2.848 7 18.8 7388 2.97 37.4 0MW208 10.188 264461.1 5775545 16-May-2014 YSI WQM. Slightly turbid, no odour (RM) 418735 LF 10.08 7.367 2.821 6.85 19.2 7227 3.6 82.8 0.002MW208 10.188 264461.1 5775545 17-Jun-2014 Light brown turbid. Sampled after 15 litres removed (AW) 422090 B 10.06 7.385 2.803 7.16 17.7 7076 3.01 133 0MW209 8.762 264380.3 5775526 08-Apr-2014 Clear, no odour 414696 LF 9.05 5.938 2.824 6.92 17.8 3823 1.88 60.9 0.011MW210 10.044 264326.9 5775446 07-Apr-2014 Turbid (light brown), no odour 414591 LF 9.65 8.005 2.039 6.78 17.8 3310 1.22 114.8 0.085MW211 10.514 264346.3 5775406 07-Apr-2014 Slightly turbid, no odour 414591 LF 9.98 8.625 1.889 6.88 18.8 3167 0.88 79.1 0MW214 8.517 264536.0 5775627 28-Apr-2014 Hanna WQM, cloudy, no odour 416337 LF 7.97 5.675 2.842 7.2 15.3 10000 1.25 -21.7 0MW214 8.517 264536.0 5775627 17-Jun-2014 Very turbid, brown. Sampled after 15 litres removed 422090 B 7.9 5.704 2.813 6.95 16.8 8274 3.54 116.3 0MW215 9.727 264570.3 5775564 28-Apr-2014 Hanna WQM, slightly cloudy, no odour 416337 LF 8.925 6.59 3.137 7.42 16.93 7995 1.4 -23.7 0.04MW215 9.727 264570.3 5775564 17-Jun-2014 Mod turbid, light brown. Well bailed dry on 16-06, sampled on 17-06 after removing 10 litres 422090 B 8.86 6.633 3.094 7.23 15.1 6368 3.6 89.6 0MW216 10.359 264398.0 5775360 17-May-2014 YSI WQM. Slightly turbid, no odour (RM) 418821 LF 9.29 7.191 3.168 7.23 18 3256 4.2 44.5 0.316MW216 10.359 264398.0 5775360 17-Jun-2014 Turbid, brown. Sampled after 12 litres removed (AW) 422090 B 9.29 7.211 3.148 7.46 18.3 3525 2.43 86.6 0MW217 9.761 264429.5 5775385 17-May-2014 YSI WQM. Slightly turbid (light brown), no odour (RM) 418821 LF 9.34 6.59 3.171 6.24 18.2 3117 2.4 46 -0.025MW217 9.761 264429.5 5775385 17-Jun-2014 Very turbid, brown. Sampled after 15 litres removed 422090 B 9.33 6.606 3.155 7.11 18.4 3177 1.35 118 0MW218 11.113 264542.0 5775311 17-May-2014 Hanna WQM, Slightly cloudy, no odour (AW) 418821 LF 9.52 7.885 3.228 6.95 17 12410 4.81 -9.4 0MW218 11.113 264542.0 5775311 17-Jun-2014 Turbid, brown. Sampled after 10.5 litres removed (AW) 422090 B 9.49 7.883 3.23 7.61 18.1 9853 4.19 73.2 0MW219 11.047 264539.8 5775384 17-May-2014 Hanna WQM, Cloudy, no odour (AW) 418821 LF 10.07 7.85 3.197 6.51 17.75 5364 1.11 -12.3 0MW219 11.047 264539.8 5775384 23-May-2014 Bailer grab sample no WQM parameters 419387 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW219 11.047 264539.8 5775384 17-Jun-2014 Mod turbid, light brown. Sampled after 15 litres removed 422090 B 10.37 7.829 3.218 7.13 17.4 3713 2.25 105.1 #N/AMW223 14.018 264665.6 5775503 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW223 14.018 264665.6 5775503 16-Jun-2014 Turbid, grey-brown. Sampled after 15 litres removed (AW) 422090 B 13.986 10.855 3.163 7.51 16.8 10596 1.58 22.8 #N/AMW224 12.319 264630.5 5775558 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW224 12.319 264630.5 5775558 17-Jun-2014 Mod turbid, brown. Well bailed dry on 16-06, sampled on 17-06 after removing 4 litres 422090 B 10.87 9.186 3.133 7.01 15.2 9869 2.01 38.2 #N/AMW225 12.315 264627.7 5775500 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW225 12.315 264627.7 5775500 16-Jun-2014 Turbid, mid-brown. Well bailed dry, sampled after 7.5 litres removed (AW) 422090 B 10.93 9.084 3.231 7.5 16.1 8959 6.6 110.1 #N/AMW226 9.511 264527.4 5775566 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/AMW226 9.511 264527.4 5775566 17-Jun-2014 Very turbid, light brown. Sampled after 12 litres removed 422090 B 8.33 6.451 3.06 7.17 16.7 6270 2.53 96.8 #N/A

Notes

2 Based on pH of 8

* NHMRC Guideline when a factor of ten is applied based on a daily consumption of 200mL for recreational water. NHMRC Guidelines based on daily consumption of 2L applicable to drinking water quality.

4 Guideline for Arsenic V

1 Based on Table 8.3.7 for trigger values as

3 Low reliability freshwater trigger value


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Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June


MW206 10.47 264508.6 5775465 08-Apr-2014 Cloudy, no odour 414696MW206 10.47 264508.6 5775465 16-May-2014 Hanna WQM, slightly cloudy, no odour. Note DO and redox compared to previous sampled (GW35) (AW) 418735MW206 10.47 264508.6 5775465 17-Jun-2014 Turbid, light brown. Sampled after 12 litres removed (AW) 422090MW212 11.82 264620.6 5775418 28-Apr-2014 Hanna WQM, cloudy, no odour 416337MW212 11.82 264620.6 5775418 16-Jun-2014 Turbid. Sampled after 15 litres removed (AW) 422090MW220 10.323 264557.2 5775402 06-Jun-2014 Bailer grab sample no WQM parameters 421250MW220 10.323 264557.2 5775402 17-Jun-2014 Moderately turbid, light brown. Sampled after 12 litres removed 422090MW221 9.969 264540.7 5775447 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977MW221 9.969 264540.7 5775447 17-Jun-2014 Moderately turbid, light brown. Well bailed dry (7 L) on 16-06, sampled after 5 L removed on 17-06 422090MW222 9.058 264540.2 5775497 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977MW222 9.058 264540.2 5775497 17-Jun-2014 Slightly turbid, brown. Well bailed dry sampled after 10 litres removed (AW) 422090

BH24 55.876 264829.4 5775619 07-Nov-2013 Not enough water for field paramater measurement 399286BH24 1ST BAIL 55.876 264829.4 5775619 06-Nov-2013 #N/A 399286GW02 10.207 264279.4 5775268 26-Nov-2013 Moderately turbid, light grey, no odour 401363GW02 10.207 264279.4 5775268 24-Oct-2013 Clear, no odour, QC1A, QC1B, RiNSE 1A -> well is GW02 397687GW09 9.793 264424.2 5775127 24-Oct-2013 Clear, no odour 397687GW09 9.793 264424.2 5775127 26-Nov-2013 Moderately turbid, grey, no odour, bailed dry 401363GW35 7.288 264430.0 5775816 25-Oct-2013 Slightly turbid (dark grey), H2S odour, MWRinse01 MGT batch 409 397687GW35 7.288 264430.0 5775816 26-Nov-2013 Very turbid, dark grey, becoming lighter, H2S odour 401363GW14A 9.64 264620.7 5775789 25-Oct-2013 Clear, slight H2S odour, flow through cell sucking air, MW-QC01, MW-QC02, well purged dry 397687GW14A 9.64 264620.7 5775789 26-Nov-2013 Clear, H2S odour, bailed dry - > water not recharging fast enough to complete sampling 401363GW14A 9.64 264620.7 5775789 16-May-2014 Hanna WQM, clear, no odour (AW) 418735GW14A 9.64 264620.7 5775789 16-Jun-2014 Cloudy. Well bailed dry after 1 well volume - sampled after recovery (AW) 422090GW30 7.715 264282.5 5775522 01-Aug-2013 Clear, moderate H2S odour 388000GW30 7.715 264282.5 5775522 26-Oct-2013 Turbid (grey brown), no odour, 58 L bailer sample 397687GW30 7.715 264282.5 5775522 08-Apr-2014 Slightly turbid (brown), no odour 414696GW31 8.764 264389.6 5775608 01-Aug-2013 Clear, no odour 388000GW31 8.764 264389.6 5775608 26-Oct-2013 Turbid (light brown) no odour, 39 L bailer sample 397687GW31 8.764 264389.6 5775608 08-Apr-2014 Clear, no odour 414696GW31 8.764 264389.6 5775608 16-May-2014 YSI WQM. Clear, no odour (RM) 418735GW31 8.764 264389.6 5775608 17-Jun-2014 Slightly turbid, grey-brown. Sampled after 45 litres removed (AW) 422090GW33 11.491 264415.8 5775246 31-Jul-2013 0 388000GW33 11.491 264415.8 5775246 26-Oct-2013 Turbid (brown), no odour, 31 L bailer sample 397687GW33 11.491 264415.8 5775246 07-Apr-2014 Clear, no odour 414591GW34 17.063 264694.6 5775424 31-Jul-2013 Slightly turbid 388000GW34 17.063 264694.6 5775424 24-Oct-2013 24 L bailer sample 397687GW34 17.063 264694.6 5775424 08-Apr-2014 Cloudy, no odour 414696GW34 17.063 264694.6 5775424 16-‐May-‐2014 #N/A 418735GW34 17.063 264694.6 5775424 16-Jun-2014 Cloudy. Sampled after 25 litres removed (AW) 422090GW07S 13.5 264590.6 5775246 24-‐Oct-‐2013 #N/A 397687GW07S 13.5 264590.6 5775246 08-Apr-2014 Slightly cloudy, no odour 414696GW07S 13.5 264590.6 5775246 31-Jul-2013 Clear, no odour 388000MW05 10.457 264265.8 5775366 26-Nov-2013 Clear light golden brown then changed to very turbid grey, no odour 401363






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mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L %20 10 0.005 0.5 1 0.5 0.5 0.5 0.5 10

0.9 2 0.7 0.00750 500 0.08 1.5

0.5 250 250 1805 500 5000 (H) 2500 (A) 0.8 15 2500 1800

680 830 <10 2.09 0.0971 115.1 0.21 990 <0.005 - 1000 970 130 19 180 3900 3459 10.5550 671 <10 2.46 0.1336 119.6 0.4 960 <0.005 - 1100 970 130 23 170 - 3384 10.1

- - 1.99 - 119.6 - 870 - - - - - - - 3400 - -720 878 <10 1.88 - 25.69 1.96 690 <0.005 - 2500 1800 310 24 150 5500 5892 10.8

- - 1.47 - 25.69 - 630 - - - - - - - 5200 - - - - - - - - 88.57 - 810 - - - - - - - - - - - - - - 2.09 - 106.3 - 1230 - - - - - - - 2900 - - -‐ -‐ -‐ -‐ - -‐ 141.7 -‐ 990 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - 1.99 - 97.43 - 690 - - - - - - - 2400 - - -‐ -‐ -‐ -‐ - -‐ 34.99 -‐ 1050 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - 1.88 - 19.49 - 900 - - - - - - - 5400 - -

490 598 <10 - 0.4736 24.36 1.23 720 - - 1600 1000 140 12 260 - 3670 6.0490 598 <10 - 1.457 15.94 0.70 720 <0.005 - 1500 950 140 12 230 - 3850 6.2820 1000 <10 2.33 0.0486 66.43 0.21 930 0.021 - 870 760 170 5.1 210 3600 3325.1 8.7810 988 <10 2.26 <0.04 110.7 0.21 960 0.024 <0.5 870 670 170 12 180 3500 3210 3.2550 671 <10 2.38 <0.04 26.13 <0.15 450 <0.005 <0.5 1500 900 130 15 100 3400 3466 -1.5530 647 <10 2.33 0.0243 15.50 <0.31 480 <0.005 - 2100 1200 170 17 180 4100 4474 1.5470 573 37 22.2 1.99 <0.04 <0.09 0.4 90 <0.005 0.8 430 300 31 1.9 26 1200 1414.1 -14.9810 988 <10 1.75 0.0364 0.089 0.31 96 0.006 - 470 290 31 3 29 1300 1843 -28.7790 964 <10 2.33 0.1336 <0.09 <0.15 1110 <0.005 <0.5 5300 2400 460 34 220 10000 9748 -5.8480 586 <10 2.43 0.4614 0.177 <0.15 1140 <0.005 - 5400 2600 490 37 240 10000 9733 -1.0740 903 <10 2.52 0.1457 0.399 0.18 1020 <0.005 - 5100 2500 370 45 210 - - -

- - 2.33 - 0.133 - 870 - - - - - - - 9400 9468 -4.7580 708 <10 2.38 0.425 0.177 - 750 <0.005 <0.5 3600 1700 390 29 440 7500 7117 4.2580 708 <10 2.33 0.510 <0.09 <0.15 660 - - 3600 1400 350 22 360 6900 6660 -4.2580 708 <10 2.38 0.3886 0.31 <0.15 720 <0.005 - 3800 1800 380 27 410 8300 7365 2.7620 756 <10 2.26 0.0486 75.29 - 1080 <0.005 0.7 2100 1400 240 29 250 5200 5135 7.8660 805 <10 2.09 <0.04 35.87 0.15 1020 - - 2000 1200 240 21 270 5000 4876 5.3590 720 <10 2.26 <0.04 62.00 <0.15 1110 <0.005 - 2000 1400 220 26 230 5300 4966 8.5600 732 <10 2.26 <0.04 48.71 0.34 1110 <0.005 - 2000 1300 200 40 210 - 4852 4.7

- - 2.09 - 34.99 - 960 - - - - - - - 4600 - -550 671 <10 2.26 0.0607 115.1 - 420 0.006 0.7 970 770 110 39 120 2700 2820 6.9610 744 <10 2.26 <0.04 150.6 0.21 390 - - 660 540 81 30 80 2300 2265 -1.5620 756 <10 2.26 <0.04 124.0 0.18 390 <0.005 - 830 610 90 31 96 - 2543 -1.2550 671 <10 2.18 0.0486 34.99 - 1200 <0.005 1.5 5300 2800 460 36 220 11000 9887 0.6830 1013 52 31.2 1.18 <0.04 11.96 0.18 990 - - 2100 1400 190 17 93 5200 5174.2 -1.4500 610 <10 2.09 <0.04 26.13 <0.15 1140 <0.005 - 4800 2900 440 37 210 11000 9377 6.1580 708 <10 - <0.04 26.57 0.34 1140 <0.005 -‐ 5300 2600 410 41 190 -‐ -‐ -‐

- - 1.61 - 27.46 - 1050 - - - - - - - 9300 9629 -3.7680 830 18 10.8 - <0.04 16.83 0.25 1110 -‐ -‐ 4500 2200 390 27 180 8800 8507.8 -‐4.0580 708 <10 1.99 <0.04 19.49 0.25 1080 <0.005 - 4400 2600 400 35 180 9400 8683 4.1670 817 <10 1.99 0.0364 18.60 - 1110 <0.005 1.5 4900 2800 450 37 210 9500 9584 3.2

<20 770 462 - 0.4736 5.314 2.64 186 <0.025 - 180 350 13 270 130 2000 1467 15.2

Anions and Cations

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units

MW101 10.142 264471.1 5775300 31-Jul-2013 Moderately turbid - light brown, no odour 388000MW101 10.142 264471.1 5775300 24-Oct-2013 Cloudy, no odour, 15 L bailer sample 397687MW101 10.142 264471.1 5775300 30-Apr-2014 Hanna WQM, slightly cloudy, no odour 416535MW101 10.142 264471.1 5775300 17-May-2014 YSI WQM. Slightly turbid, no odour (RM) 418821MW102 11.320 264392.6 5775448 01-Aug-2013 Very turbid - light brown 388000MW102 11.320 264392.6 5775448 24-Oct-2013 Cloudy, no odour, 20 L bailer sample 397687MW102 10.494 264392.6 5775448 08-Apr-2014 Turbid, no odour 414696MW103A 11.643 264475.0 5775408 26-Nov-2013 Slightly turbid light grey, no odour 401363MW103A 11.643 264475.0 5775408 07-Apr-2014 Clear, no odour 414591MW103A 11.643 264475.0 5775408 17-May-2014 Hanna WQM, Clear, no odour (AW) 418821MW103A 11.643 264475.0 5775408 17-Jun-2014 Turbid, light brown. Sampled after 7.5 litres removed (AW) 422090MW104 11.839 264454.2 5775510 01-Aug-2013 Very turbid - brown/yellow, no odour 388000MW104 11.839 264454.2 5775510 24-Oct-2013 Cloudy, no odour, 20 L bailer sample 397687MW104 10.194 264454.2 5775510 08-Apr-2014 Well too turbid to LF, bailed dry 07-04-2014 then bailer sample collected 08-04-2014 414696MW105 10.732 264465.4 5775633 31-Jul-2013 Turbid - light brown, no odour 388000MW105 10.732 264465.4 5775633 26-Oct-2013 Cloudy, no odour, 15 L bailer sample 397687MW105 9.744 264465.4 5775633 08-Apr-2014 Cloudy, no odour 414696MW105 9.744 264465.4 5775633 16-May-2014 YSI WQM. Clear, no odour (RM) 418735MW105 9.744 264465.4 5775633 17-Jun-2014 Slightly turbid, grey-brown. Sampled after 15 litres removed (AW) 422090MW107 9.524 264530.2 5775737 25-Oct-2013 Very turbid (brown), slight H2S odour 397687MW107 8.861 264530.2 5775737 26-Nov-2013 Very turbid, brown, no odour 401363MW107 8.861 264530.2 5775737 16-May-2014 Hanna WQM, cloudy, no odour. (AW) 418735MW107 8.861 264530.2 5775737 23-May-2014 #N/A 419387MW107 8.861 264530.2 5775737 17-Jun-2014 Turbid, grey brown. Sampled after 12 litres removed (AW) 422090MW108 17.852 264705.5 5775605 26-Oct-2013 Slightly turbid (orange brown) not enough water for field params, removed all water (1L) 397687MW108 17.142 264705.5 5775605 26-Nov-2013 Moderately yellow-brown turbid, bailed dry 401363MW108 17.142 264705.5 5775605 30-Apr-2014 Hanna WQM, slightly cloudy, no odour 416576MW108 17.142 264705.5 5775605 16-May-2014 Hanna WQM, clear, no odour. No recovery in well, sample taken following 0.3 L removal (AW) 418735MW108 17.142 264705.5 5775605 16-Jun-2014 Slightly turbid. Well bailed dry after 1 well volume - sampled after recovery (AW) 422090MW108A 17.021 264704.4 5775608 24-Oct-2013 Clear, no odour, 3 L bailer sample 397687MW108A 17.021 264704.4 5775608 26-Nov-2013 Slightly yellow-brown turbid 401363MW108A 17.021 264704.4 5775608 16-May-2014 Hanna WQM, clear, no odour (AW) 418735MW108A 17.021 264704.4 5775608 16-Jun-2014 Slightly turbid. Well bailed dry after 1 well volume - sampled after recovery (AW) 422090MW109 11.419 264605.9 5775511 24-Oct-2013 Silghtly cloudy, no odour 397687MW109 10.812 264605.9 5775511 26-Nov-2013 Moderately turbid, brown, no odour 401363MW109 10.812 264605.9 5775511 16-May-2014 YSI WQM. Clear, no odour (RM) 418735MW109 10.812 264605.9 5775511 16-Jun-2014 Turbid, grey brown. Well bailed dry after 1 well volume - sampled after recovery (AW) 422090MW201 10.548 264459.1 5775250 07-Apr-2014 Slightly turbid (brown), no odour 414591MW202 13.682 264620.8 5775344 08-Apr-2014 Slightly turbid (brown), no odour 414696MW202 13.682 264620.8 5775344 16-May-2014 YSI WQM. Slightly turbid, no odour (RM) 418735MW202 13.682 264620.8 5775344 16-Jun-2014 Turbid. Well bailed dry after 2 well volumes - sampled after recovery -> 15 L removed (AW) 422090MW203 11.157 264471.9 5775352 07-Apr-2014 Clear, no odour 414591MW203 11.157 264471.9 5775352 17-May-2014 YSI WQM. Clear, no odour (RM) 418821MW203 11.157 264471.9 5775352 17-Jun-2014 Slightly turbid. Sampled after 17 litres removed (AW) 422090


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0.9 2 0.7 0.00750 500 0.08 1.5

0.5 250 250 1805 500 5000 (H) 2500 (A) 0.8 15 2500 1800

Anions and Cations

450 549 <10 1.75 0.085 221.4 - 510 <0.005 1.1 690 630 83 22 90 2400 2234 5.0460 561 13 7.80 0.78 <0.04 177.1 0.21 510 - - 730 560 93 20 110 2400 2251.8 2.1

- - 1.47 - 93.00 - - - - - - - - - 3100 - - - - 2.09 - 128.4 - - - - - - - - - 3000 - -

550 671 <10 2.26 0.0364 367.6 - 870 <0.005 0.7 940 770 150 130 210 3400 3161 9.3470 573 <10 0.66 <0.04 239.1 <0.15 660 - - 820 510 110 86 130 2600 2449 -1.3470 573 <10 2.18 <0.04 217.0 0.15 690 <0.005 - 780 680 130 120 170 3100 2683 13.3360 439 <10 2.09 0.0243 0.266 <0.15 660 <0.005 - 2200 1000 210 12 240 4700 4321 -0.5350 427 <10 2.18 <0.04 25.69 <0.15 480 <0.005 - 1100 660 95 12 120 - 2574 1.2

- - 2.52 - 9.300 - - - - - - - - - 3300 - - - - 1.99 - 1.107 - 390 - - - - - - - 4000 - -

570 695 <10 2.18 0.1336 248.0 - 1200 <0.005 0.6 1600 1300 200 19 220 4600 4434 10.2660 805 <10 2.09 0.0364 199.3 <0.15 1200 - - 1700 1000 180 16 230 4500 4331 -1.7730 891 <10 1.32 <0.04 137.3 0.18 1110 <0.005 - 1600 1300 190 19 230 5200 4600 9.4640 781 <10 2.18 0.0971 115.1 - 780 <0.005 0.8 2000 1400 190 14 180 4700 4825 5.8630 769 <10 2.09 <0.04 106.3 0.18 720 - - 2000 1200 180 11 150 4600 4550 -0.6630 769 <10 2.18 <0.04 75.29 0.18 780 <0.005 - 2200 1500 200 13 180 5300 5122 5.6670 817 <10 2.52 <0.04 79.71 0.31 780 <0.005 - 2200 1400 180 14 170 - 5041 1.4

- - 2.09 - 79.71 - 690 - - - - - - - 4600 - -280 342 <10 2.09 0.4007 79.71 0.34 1350 <0.005 <0.5 720 510 94 22 290 3500 2428 10.3770 939 <10 1.75 0.1093 40.74 1.41 1140 <0.005 - 1900 1200 200 10 210 5200 4839 1.2790 964 <10 2.52 <0.04 181.6 0.37 1080 <0.005 - 2200 1400 220 19 190 - 5353 0.4

- - - - 159.4 - - - - - - - - - - - - - - 1.99 - 84.14 - 660 - - - - - - - 2800 - -

470 573 10 - 0.0243 <0.09 <0.15 900 - - 3600 1700 310 40 150 7100 6673 -4.1580 708 <10 1.75 0.0364 0.266 <0.15 810 <0.005 - 3600 1800 320 32 180 6900 6910 -1.9600 732 <10 1.47 0.085 0.443 <0.15 630 <0.005 - 3200 1700 300 32 130 7100 6304 -0.3570 695 <10 2.43 0.0364 0.266 <0.15 720 <0.005 - 3500 1900 270 46 130 - 6781 -1.1

- - 1.61 - 0.221 - 570 - - - - - - - 6400 - -460 561 13 7.80 1.47 0.4129 0.177 <0.15 1050 <0.005 <0.5 3800 1700 330 41 150 7100 6939.8 -6.1560 683 <10 2.18 0.2914 1.461 <0.15 810 <0.005 - 3700 1900 320 35 160 7400 7068 -1.4550 671 <10 2.38 0.0364 1.639 <0.15 780 <0.005 - 3600 1900 290 40 140 - 6901 -1.5

- - 1.99 - <0.09 - 660 - - - - - - - 6600 - -780 952 <10 1.99 <0.04 132.9 0.15 1170 0.005 <0.5 2500 1600 250 13 170 5900 5875 1.3900 1098 <10 1.47 0.1821 119.6 3.98 1140 0.006 - 2700 1600 260 9.6 300 5800 6347.6 1.0720 878 <10 2.555 0.5829 97.43 0.28 1080 <0.005 - 2900 1800 250 15 190 - 6393 1.6

- - 1.99 - 97.43 - 450 - - - - - - - 3400 - -550 671 <10 2.09 0.0243 137.3 0.34 810 <0.005 - 1400 950 130 19 98 - 3538 -0.8790 964 <10 1.99 0.0243 22.14 0.25 1020 <0.005 - 3900 2500 350 31 160 8400 8245 4.7790 964 <10 2.33 <0.04 22.59 0.37 990 <0.005 - 3900 2200 310 44 140 - 7888 -1.4

- - 1.88 - 20.37 - 900 - - - - - - - 7600 - -410 500 <10 2.18 <0.04 29.23 <0.15 570 0.007 - 2000 910 170 17 220 - 4007 -3.0

- - 2.33 - 33.66 - - - - - - - - - 4100 - - - - 2.09 - 29.67 - 450 - - - - - - - 3900 - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units

MW204 10.872 264374.1 5775379 07-Apr-2014 Slightly turbid 414591MW205 10.986 264419.7 5775418 07-Apr-2014 Turbid no odour 414591MW205 10.986 264419.7 5775418 23-May-2014 #N/A 419387MW207 11.273 264436.5 5775459 07-Apr-2014 Turbid no odour 414591MW207 11.273 264436.5 5775459 16-May-2014 YSI WQM. Clear no odour (RM) - redox did not stabilise started at +81 was still going down at -10.5 418735MW207 11.273 264436.5 5775459 17-Jun-2014 Clear. Sampled after 45 litres removed (AW) 422090MW208 10.188 264461.1 5775545 07-Apr-2014 Final conductivity on field sheet may have been error. Changed from 3388 to 7388 to be more consistent with previous. Cloudy no odour414591MW208 10.188 264461.1 5775545 16-May-2014 YSI WQM. Slightly turbid, no odour (RM) 418735MW208 10.188 264461.1 5775545 17-Jun-2014 Light brown turbid. Sampled after 15 litres removed (AW) 422090MW209 8.762 264380.3 5775526 08-Apr-2014 Clear, no odour 414696MW210 10.044 264326.9 5775446 07-Apr-2014 Turbid (light brown), no odour 414591MW211 10.514 264346.3 5775406 07-Apr-2014 Slightly turbid, no odour 414591MW214 8.517 264536.0 5775627 28-Apr-2014 Hanna WQM, cloudy, no odour 416337MW214 8.517 264536.0 5775627 17-Jun-2014 Very turbid, brown. Sampled after 15 litres removed 422090MW215 9.727 264570.3 5775564 28-Apr-2014 Hanna WQM, slightly cloudy, no odour 416337MW215 9.727 264570.3 5775564 17-Jun-2014 Mod turbid, light brown. Well bailed dry on 16-06, sampled on 17-06 after removing 10 litres 422090MW216 10.359 264398.0 5775360 17-May-2014 YSI WQM. Slightly turbid, no odour (RM) 418821MW216 10.359 264398.0 5775360 17-Jun-2014 Turbid, brown. Sampled after 12 litres removed (AW) 422090MW217 9.761 264429.5 5775385 17-May-2014 YSI WQM. Slightly turbid (light brown), no odour (RM) 418821MW217 9.761 264429.5 5775385 17-Jun-2014 Very turbid, brown. Sampled after 15 litres removed 422090MW218 11.113 264542.0 5775311 17-May-2014 Hanna WQM, Slightly cloudy, no odour (AW) 418821MW218 11.113 264542.0 5775311 17-Jun-2014 Turbid, brown. Sampled after 10.5 litres removed (AW) 422090MW219 11.047 264539.8 5775384 17-May-2014 Hanna WQM, Cloudy, no odour (AW) 418821MW219 11.047 264539.8 5775384 23-May-2014 Bailer grab sample no WQM parameters 419387MW219 11.047 264539.8 5775384 17-Jun-2014 Mod turbid, light brown. Sampled after 15 litres removed 422090MW223 14.018 264665.6 5775503 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977MW223 14.018 264665.6 5775503 16-Jun-2014 Turbid, grey-brown. Sampled after 15 litres removed (AW) 422090MW224 12.319 264630.5 5775558 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977MW224 12.319 264630.5 5775558 17-Jun-2014 Mod turbid, brown. Well bailed dry on 16-06, sampled on 17-06 after removing 4 litres 422090MW225 12.315 264627.7 5775500 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977MW225 12.315 264627.7 5775500 16-Jun-2014 Turbid, mid-brown. Well bailed dry, sampled after 7.5 litres removed (AW) 422090MW226 9.511 264527.4 5775566 06-‐Jun-‐2014 Bailer grab sample no WQM parameters 420977MW226 9.511 264527.4 5775566 17-Jun-2014 Very turbid, light brown. Sampled after 12 litres removed 422090

Notes

2 Based on pH of 8






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ance


0.9 2 0.7 0.00750 500 0.08 1.5

0.5 250 250 1805 500 5000 (H) 2500 (A) 0.8 15 2500 1800

Anions and Cations

580 708 <10 2.18 0.1093 93.00 0.21 840 <0.005 - 790 580 130 130 150 - 2768 6.3530 647 <10 2.09 0.0243 301.1 <0.15 480 <0.005 - 1200 790 110 11 120 - 3038 -2.9

- - - - 283.4 - - - - - - - - - - - -580 708 <10 2.18 0.2429 2.347 <0.15 510 <0.005 - 2400 1100 230 21 350 - 4979 1.1470 573 <10 2.09 <0.04 88.57 0.31 630 <0.005 - 1300 900 140 17 150 - 3290 6.1

- - 1.88 - 93.00 - 540 - - - - - - - 3100 - -590 720 <10 2.18 0.0243 57.57 <0.15 1110 <0.005 - 2000 1300 180 18 170 - 4758 2.2580 708 <10 2.26 0.0243 53.14 0.21 1140 <0.005 - 2000 1300 180 36 170 - 4774 2.5

- - 1.99 - 42.07 1050 - - - - - - - 4400 - -540 659 <10 2.26 <0.04 119.6 <0.15 900 <0.005 - 620 730 130 47 160 3100 2646 17.2540 659 <10 2.33 0.0243 110.7 <0.15 480 <0.005 - 590 430 110 24 130 - 2103 3.4460 561 <10 2.26 0.0243 132.9 <0.15 480 <0.005 - 540 430 93 20 110 - 1914 3.9960 1171 <10 1.99 - 132.9 0.4 720 0.009 - 2500 1800 300 25 180 5800 6216 7.5

- - 2.18 - 155.0 - 660 - - - - - - - 5600 - -930 1135 <10 1.75 0.0243 66.43 0.21 810 <0.005 - 1700 1400 210 17 160 4400 4892 8.3

- - - - 1.99 - 70.86 - 780 - - - - - - - 4400 - - - - - - 1.99 - 159.4 - - - - - - - - - 2300 - - - - - - 1.61 - 132.9 - 390 - - - - - - - 2400 - - - - - - 2.54 - 19.93 - - - - - - - - - 2000 - - - - - - 2.09 - 19.93 - 480 - - - - - - - 2100 - - - - - - 2.18 - 48.71 - - - - - - - - - 7400 - - - - - - 1.47 - 57.57 - 870 - - - - - - - 7100 - - - - - - 2.46 - 225.9 - - - - - - - - - 2600 - - - - - - - - 199.3 - - - - - - - - - - - - - - - - 2.09 - 212.6 - 390 - - - - - - - 2500 - - -‐ -‐ -‐ -‐ - -‐ 32.33 -‐ 1140 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - 1.61 - 29.23 - 1080 - - - - - - - 8000 - - -‐ -‐ -‐ -‐ - -‐ 40.74 -‐ 870 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - 2.18 - 57.57 - 810 - - - - - - - 7300 - - -‐ -‐ -‐ -‐ - -‐ 84.14 -‐ 1290 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - 1.61 - 84.14 - 1200 - - - - - - - 6800 - - -‐ -‐ -‐ -‐ - -‐ 75.29 -‐ 780 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - 1.99 - 79.71 - 660 - - - - - - - 4100 - -

- - - - - - - - - -

- -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June









Units

Alu

min

ium

Ars

enic

Cad

miu

m

Chr

omiu

m

(hex

aval

ent)

Chr

omiu

m (I

II+V

I)

Cop

per

Iron

Lead

Mer

cury

Mol

ybde

num

Nic

kel

Sel

eniu

m

Silv

er

Tin

Zinc

mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L0.05 0.001 0.0002 0.001 0.001 0.001 0.05 0.001 0.0001 0.005 0.001 0.001 0.005 0.005 0.001

0.055 0.013 4 0.0002 0.001 0.0014 0.0034 0.0006 0.011 0.011 0.00005 0.0080.007 0.002 0.05 2 0.01 0.001 0.02 0.01

1 0.3 30.07 0.02 0.5 20 (H) 10 (A) 3 0.1 0.01 0.2 0.1 30

<0.05 0.001 <0.0002 0.027 0.037 0.002 <0.05 <0.001 <0.0001 - 0.003 - - - 0.011<0.05 0.002 <0.0002 0.035 0.031 0.002 <0.05 <0.001 <0.0001 - 0.004 - - - 0.015 - 0.002 <0.0002 0.033 0.033 0.002 - <0.001 <0.0001 - 0.004 - - - 0.002<0.05 0.011 <0.0002 0.003 0.003 0.024 <0.05 <0.001 <0.0001 - 0.004 - - - 0.015 - 0.005 <0.0002 0.005 0.004 0.001 - <0.001 <0.0001 - 0.002 - - - 0.002 - 0.002 <0.0002 0.012 0.011 <0.001 - <0.001 <0.0001 - 0.002 - - - 0.005 - 0.002 <0.0002 <0.001 <0.001 0.002 - <0.001 <0.0001 - 0.005 - - - 0.002 -‐ 0.001 <0.0002 0.003 <0.001 <0.001 -‐ <0.001 <0.0001 -‐ 0.001 -‐ -‐ -‐ 0.001 - 0.002 <0.0002 0.012 0.012 0.002 - <0.001 <0.0001 - 0.004 - - - 0.004 -‐ <0.001 <0.0002 <0.001 <0.001 <0.001 -‐ <0.001 <0.0001 -‐ 0.007 -‐ -‐ -‐ 0.011 - 0.002 <0.0002 0.003 <0.001 0.002 - <0.001 <0.0001 - 0.010 - - - 0.011

<0.05 0.006 <0.0002 - 0.004 0.004 0.07 <0.001 <0.0001 - 0.005 - - - 0.0041.10 0.007 <0.0002 <0.001 0.004 0.019 1.30 0.017 <0.0001 - 0.010 - - - 0.020

<0.05 0.002 <0.0002 0.060 0.048 0.003 <0.05 <0.001 <0.0001 - 0.007 - - - 0.005<0.05 0.001 <0.0002 0.096 0.093 0.006 <0.05 <0.001 <0.0001 <0.005 0.006 0.012 <0.005 <0.005 0.016<0.05 0.002 <0.0002 <0.001 <0.001 0.003 <0.05 <0.001 <0.0001 <0.005 0.003 0.002 <0.005 <0.005 0.017<0.05 0.002 <0.0002 <0.001 <0.001 <0.001 <0.05 <0.001 <0.0001 - 0.003 - - - 0.011<0.05 0.003 <0.0002 <0.001 <0.001 <0.001 0.13 <0.001 <0.0001 <0.005 0.019 <0.001 <0.005 <0.005 0.002<0.05 0.002 <0.0002 <0.001 <0.001 <0.001 <0.05 <0.001 <0.0001 - 0.003 - - - <0.001<0.05 0.009 <0.0002 <0.001 <0.001 <0.001 1.90 <0.001 <0.0001 <0.005 0.011 0.001 <0.005 <0.005 0.011<0.05 0.010 <0.0002 <0.001 <0.001 <0.001 <0.05 0.003 <0.0001 - 0.014 - - - 0.005<0.05 0.008 <0.0002 <0.001 0.001 0.001 0.27 <0.001 <0.0001 - 0.014 - - - 0.021 - 0.005 <0.0002 <0.001 <0.001 <0.001 - 0.002 <0.0001 - 0.006 - - - 0.009 - 0.008 <0.0002 0.003 <0.001 0.001 - <0.001 <0.0001 <0.005 0.066 0.001 <0.005 <0.005 0.015<0.05 <0.001 <0.0002 <0.001 <0.001 <0.001 <0.05 <0.001 <0.0001 - 0.003 - - - 0.002<0.05 0.005 <0.0002 <0.001 <0.001 0.003 1.30 <0.001 <0.0001 - 0.058 - - - 0.022 - 0.002 0.0004 0.012 0.014 0.380 - 0.002 <0.0001 <0.005 0.038 0.016 <0.005 <0.005 0.040<0.05 0.002 <0.0002 0.009 0.010 0.180 <0.05 <0.001 <0.0001 - 0.022 - - - 0.017<0.05 0.002 <0.0002 0.011 0.012 0.270 <0.05 <0.001 <0.0001 - 0.043 - - - 0.033<0.05 0.004 <0.0002 0.012 0.014 0.300 <0.05 <0.001 <0.0001 - 0.029 - - - 0.056 - 0.003 <0.0002 0.008 0.008 0.200 - <0.001 <0.0001 - 0.020 - - - 0.017 - <0.001 <0.0002 0.033 0.027 0.001 - <0.001 <0.0001 <0.005 0.040 0.01 <0.005 <0.005 0.004<0.05 0.001 <0.0002 0.033 0.032 <0.001 <0.05 <0.001 <0.0001 - 0.001 - - - 0.002<0.05 0.001 <0.0002 0.026 0.025 <0.001 <0.05 <0.001 <0.0001 - 0.019 - - - 0.007 - 0.002 <0.0002 0.004 0.002 0.008 - <0.001 <0.0001 <0.005 0.007 0.035 <0.005 <0.005 0.007<0.05 0.002 <0.0002 0.005 0.005 0.002 <0.05 <0.001 <0.0001 - 0.001 - - - 0.007<0.05 0.002 <0.0002 <0.001 0.001 <0.001 <0.05 <0.001 <0.0001 - 0.002 - - - 0.016<0.05 0.007 0.0004 0.003 0.002 0.002 <0.05 <0.001 <0.0001 -‐ 0.003 -‐ -‐ -‐ 0.018 - 0.005 <0.0002 0.004 0.003 <0.001 - <0.001 <0.0001 - <0.001 - - - 0.003<0.05 0.003 <0.0002 0.007 0.007 0.007 <0.05 <0.001 <0.0001 -‐ 0.002 -‐ -‐ -‐ 0.014<0.05 0.003 <0.0002 0.005 0.004 0.004 <0.05 <0.001 <0.0001 - 0.002 - - - 0.019 - 0.002 0.0007 0.007 0.005 0.008 - <0.001 <0.0001 <0.005 0.004 0.037 <0.005 <0.005 0.014

2.80 0.027 <0.0002 0.100 0.085 0.120 <0.05 <0.001 <0.0001 - 0.020 - - - <0.001

Dissolved Metals

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units



Alu

min

ium

Ars

enic

Cad

miu

m

Chr

omiu

m

(hex

aval

ent)

Chr

omiu

m (I

II+V

I)

Cop

per

Iron

Lead

Mer

cury

Mol

ybde

num

Nic

kel

Sel

eniu

m

Silv

er

Tin

Zinc


0.055 0.013 4 0.0002 0.001 0.0014 0.0034 0.0006 0.011 0.011 0.00005 0.0080.007 0.002 0.05 2 0.01 0.001 0.02 0.01

1 0.3 30.07 0.02 0.5 20 (H) 10 (A) 3 0.1 0.01 0.2 0.1 30

Dissolved Metals

- 0.001 <0.0002 0.005 0.005 0.002 - <0.001 <0.0001 <0.005 0.006 0.015 <0.005 <0.005 0.004<0.05 0.001 <0.0002 0.008 0.007 <0.001 <0.05 <0.001 <0.0001 - 0.001 - - - 0.001<0.05 0.005 <0.0002 0.005 0.003 0.002 <0.05 <0.001 <0.0001 - 0.005 - - - 0.019 - 0.002 <0.0002 0.006 0.005 0.002 - <0.001 <0.0001 - 0.009 - - - 0.016 - 0.001 <0.0002 0.039 0.034 0.003 - <0.001 <0.0001 0.006 0.013 0.054 <0.005 <0.005 0.005<0.05 0.001 <0.0002 0.082 0.075 0.001 <0.05 <0.001 <0.0001 - 0.002 - - - <0.001<0.05 0.001 <0.0002 0.077 0.074 <0.001 <0.05 <0.001 <0.0001 - 0.002 - - - 0.004<0.05 0.002 <0.0002 <0.001 <0.001 0.001 <0.05 <0.001 <0.0001 - 0.007 - - - 0.021<0.05 0.001 <0.0002 <0.001 <0.001 0.002 <0.05 <0.001 <0.0001 - 0.008 - - - 0.022 - 0.002 <0.0002 <0.001 <0.001 0.001 - <0.001 <0.0001 - 0.003 - - - 0.018 - 0.005 <0.0002 <0.001 <0.001 0.001 - <0.001 <0.0001 - 0.004 - - - 0.005 - <0.001 <0.0002 0.058 0.055 0.002 - <0.001 <0.0001 <0.005 0.023 0.022 <0.005 <0.005 0.004<0.05 <0.001 <0.0002 0.079 0.072 0.001 <0.05 <0.001 <0.0001 - 0.004 - - - <0.001<0.05 0.001 <0.0002 0.083 0.072 <0.001 <0.05 <0.001 <0.0001 - 0.004 - - - <0.001 - 0.002 <0.0002 0.006 0.005 0.002 - <0.001 <0.0001 <0.005 0.027 0.042 <0.005 <0.005 0.004<0.05 0.001 <0.0002 0.008 0.007 0.003 <0.05 <0.001 <0.0001 - 0.002 - - - 0.005<0.05 0.001 <0.0002 0.006 0.006 0.001 <0.05 <0.001 <0.0001 - 0.002 - - - 0.009<0.05 0.004 <0.0002 0.002 0.010 0.006 <0.05 <0.001 <0.0001 - 0.025 - - - 0.049 - 0.004 <0.0002 0.007 0.006 0.001 - <0.001 <0.0001 - 0.003 - - - 0.003<0.05 0.003 <0.0002 0.020 0.021 0.008 <0.05 <0.001 <0.0001 0.029 0.006 0.012 <0.005 <0.005 0.010<0.05 0.003 <0.0002 <0.001 0.002 0.003 <0.05 <0.001 <0.0001 - 0.009 - - - 0.003<0.05 0.004 <0.0002 0.006 0.006 0.009 <0.05 <0.001 <0.0001 - 0.007 - - - 0.020 - - - 0.005 - - - - - - - - - - - - 0.004 <0.0002 0.053 0.056 0.010 - <0.001 <0.0001 - 0.003 - - - 0.005<0.05 0.003 <0.0002 <0.001 <0.001 <0.001 <0.05 <0.001 <0.0001 - 0.016 - - - 0.006<0.05 0.003 <0.0002 <0.001 <0.001 <0.001 <0.05 <0.001 <0.0001 - 0.014 - - - 0.013

1.10 0.007 <0.0002 <0.001 0.006 0.005 1.00 0.001 <0.0001 - 0.018 - - - 0.035<0.05 0.008 <0.0002 <0.001 <0.001 <0.001 0.21 <0.001 <0.0001 - 0.012 - - - 0.025 - 0.007 <0.0002 <0.001 <0.001 <0.001 - <0.001 <0.0001 - 0.011 - - - 0.004<0.05 0.004 0.0003 <0.001 <0.001 <0.001 <0.05 <0.001 <0.0001 0.028 0.017 0.033 <0.005 <0.005 0.024<0.05 0.002 <0.0002 <0.001 <0.001 <0.001 <0.05 <0.001 <0.0001 - 0.009 - - - 0.007<0.05 0.005 <0.0002 <0.001 <0.001 0.003 <0.05 <0.001 <0.0001 - 0.012 - - - 0.020 - 0.005 <0.0002 <0.001 <0.001 <0.001 - <0.001 <0.0001 - 0.004 - - - 0.005<0.05 0.003 <0.0002 <0.001 0.003 0.004 <0.05 <0.001 <0.0001 <0.005 0.005 0.093 <0.005 <0.005 0.018<0.05 0.003 <0.0002 0.003 0.002 0.001 <0.05 <0.001 <0.0001 - 0.009 - - - 0.004<0.05 0.005 <0.0002 <0.001 0.006 0.004 <0.05 <0.001 <0.0001 - 0.038 - - - 0.061 - 0.003 <0.0002 <0.001 <0.001 0.002 - <0.001 <0.0001 - 0.006 - - - 0.003<0.05 0.002 <0.0002 0.032 0.032 0.002 <0.05 <0.001 <0.0001 - 0.01 - - - 0.013<0.05 0.004 <0.0002 0.007 0.006 0.003 <0.05 <0.001 <0.0001 - 0.009 - - - 0.007<0.05 0.008 <0.0002 0.008 0.010 0.003 <0.05 <0.001 <0.0001 - 0.062 - - - 0.025 - 0.008 <0.0002 0.008 0.007 0.003 - <0.001 <0.0001 - 0.005 - - - 0.003<0.05 0.001 <0.0002 <0.001 <0.001 0.002 <0.05 <0.001 <0.0001 - 0.034 - - - 0.016 - 0.004 <0.0002 <0.001 <0.001 0.001 - <0.001 <0.0001 - 0.011 - - - 0.032 - 0.002 <0.0002 <0.001 <0.001 0.001 - <0.001 <0.0001 - 0.003 - - - 0.005

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units


Notes

2 Based on pH of 8






Alu

min

ium

Ars

enic

Cad

miu

m

Chr

omiu

m

(hex

aval

ent)

Chr

omiu

m (I

II+V

I)

Cop

per

Iron

Lead

Mer

cury

Mol

ybde

num

Nic

kel

Sel

eniu

m

Silv

er

Tin

Zinc


0.055 0.013 4 0.0002 0.001 0.0014 0.0034 0.0006 0.011 0.011 0.00005 0.0080.007 0.002 0.05 2 0.01 0.001 0.02 0.01

1 0.3 30.07 0.02 0.5 20 (H) 10 (A) 3 0.1 0.01 0.2 0.1 30

Dissolved Metals

<0.05 0.001 <0.0002 0.010 0.013 0.003 <0.05 <0.001 <0.0001 - 0.006 - - - 0.009<0.05 0.001 <0.0002 <0.001 <0.001 0.002 <0.05 <0.001 <0.0001 - 0.004 - - - 0.008 - - - 0.003 - - - - - - - - - - - <0.05 0.002 <0.0002 <0.001 0.004 <0.001 <0.05 <0.001 <0.0001 - 0.005 - - - 0.030<0.05 0.003 <0.0002 0.170 0.170 <0.001 <0.05 <0.001 <0.0001 - 0.026 - - - 0.014 - 0.002 <0.0002 0.110 0.120 <0.001 - <0.001 <0.0001 - 0.003 - - - 0.004<0.05 0.001 <0.0002 0.013 0.013 0.001 <0.05 <0.001 <0.0001 - 0.003 - - - 0.020<0.05 0.003 <0.0002 0.013 0.015 0.003 <0.05 <0.001 <0.0001 - 0.014 - - - 0.025 - 0.003 <0.0002 0.013 0.012 0.002 - <0.001 <0.0001 - 0.002 - - - 0.003<0.05 0.002 <0.0002 <0.001 <0.001 0.001 <0.05 <0.001 <0.0001 - 0.009 - - - 0.004<0.05 <0.001 <0.0002 <0.001 <0.001 0.005 <0.05 <0.001 <0.0001 - 0.010 - - - 0.010<0.05 <0.001 <0.0002 0.007 0.006 0.003 <0.05 <0.001 <0.0001 - 0.007 - - - 0.005<0.05 0.010 <0.0002 0.012 0.014 0.007 <0.05 <0.001 <0.0001 - 0.011 - - - 0.016 - 0.006 <0.0002 0.017 0.014 <0.001 - <0.001 <0.0001 - 0.006 - - - 0.003<0.05 0.007 <0.0002 0.005 0.003 0.006 <0.05 <0.001 <0.0001 - 0.006 - - - 0.015 - 0.005 <0.0002 0.007 0.006 0.002 - <0.001 <0.0001 - 0.002 - - - 0.006 - 0.002 <0.0002 0.013 0.012 0.002 - <0.001 <0.0001 - 0.007 - - - 0.015 - 0.002 <0.0002 0.007 0.007 <0.001 - <0.001 <0.0001 - 0.002 - - - 0.003 - 0.002 <0.0002 0.003 0.004 0.003 - <0.001 <0.0001 - 0.023 - - - 0.039 - 0.002 <0.0002 0.003 <0.001 0.001 - <0.001 <0.0001 - 0.004 - - - 0.003 - 0.006 <0.0002 0.019 0.012 0.001 - <0.001 <0.0001 - 0.003 - - - 0.004 - 0.006 <0.0002 0.013 0.012 0.002 - <0.001 <0.0001 - 0.002 - - - 0.002 - 0.002 <0.0002 0.004 0.003 0.002 - <0.001 <0.0001 - 0.004 - - - 0.028 - - - 0.005 - - - - - - - - - - - - 0.001 <0.0002 0.005 0.004 <0.001 - <0.001 <0.0001 - 0.002 - - - 0.002 -‐ 0.001 <0.0002 <0.001 <0.001 <0.001 -‐ <0.001 <0.0001 -‐ 0.018 -‐ -‐ -‐ 0.011 - 0.005 <0.0002 <0.001 <0.001 0.001 - <0.001 <0.0001 - 0.017 - - - 0.002 -‐ 0.001 <0.0002 <0.001 <0.001 <0.001 -‐ <0.001 <0.0001 -‐ 0.007 -‐ -‐ -‐ 0.015 - 0.003 <0.0002 <0.001 <0.001 0.002 - <0.001 <0.0001 - 0.010 - - - 0.007 -‐ 0.002 <0.0002 <0.001 <0.001 <0.001 -‐ <0.001 <0.0001 -‐ 0.003 -‐ -‐ -‐ 0.004 - 0.004 <0.0002 0.005 0.003 0.002 - <0.001 <0.0001 - 0.004 - - - 0.007 -‐ 0.001 <0.0002 0.006 0.002 <0.001 -‐ <0.001 <0.0001 -‐ <0.001 -‐ -‐ -‐ 0.002 - 0.004 <0.0002 0.007 0.006 <0.001 - <0.001 <0.0001 - 0.002 - - - 0.002

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June









Units

C6-

C10

C10

-C16

C16

-C34

C34

-C40

NA

PH

THA

LEN

E

F1 -

C6-

C10

less

B

TEX

F2 -

C10

-C16

less

N

AP

HTH

ALE

NE

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

Sum

of t

otal

C10

-C36

Ben

zene

Eth

ylbe

nzen

e

Tolu

ene

Xyl

ene

(m &

p)

Xyl

ene

(o)

Xyl

ene

Tota

l

1,2,

4-tri

met

hylb

enze

ne

1,3,

5-tri

met

hylb

enze

ne

Isop

ropy

lben

zene

Sty

rene

mg/L mg/L mg/L mg/L mg/L mg/L mg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L0.02 0.05 0.1 0.1 0.02 0.02 0.05 20 50 100 100 100 1 1 1 2 1 3 1 1 1 1

950 80 3 180 3 350 30 3

1 300 800 600 303 25 20 4

10 3000 (H) 30 (A) 8000 (H) 250 (A) 6000 (H) 200 (A) 300 (H) 40 (A)

<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - -

Monocyclic Aromatic HydrocarbonsPetroleum Hydrocarbons

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units



C6-

C10

C10

-C16

C16

-C34

C34

-C40

NA

PH

THA

LEN

E

F1 -

C6-

C10

less

B

TEX

F2 -

C10

-C16

less

N

AP

HTH

ALE

NE

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

Sum

of t

otal

C10

-C36

Ben

zene

Eth

ylbe

nzen

e

Tolu

ene

Xyl

ene

(m &

p)

Xyl

ene

(o)

Xyl

ene

Tota

l

1,2,

4-tri

met

hylb

enze

ne

1,3,

5-tri

met

hylb

enze

ne

Isop

ropy

lben

zene

Sty

rene


950 80 3 180 3 350 30 3

1 300 800 600 303 25 20 4

10 3000 (H) 30 (A) 8000 (H) 250 (A) 6000 (H) 200 (A) 300 (H) 40 (A)


<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units


Notes

2 Based on pH of 8






C6-

C10

C10

-C16

C16

-C34

C34

-C40

NA

PH

THA

LEN

E

F1 -

C6-

C10

less

B

TEX

F2 -

C10

-C16

less

N

AP

HTH

ALE

NE

C6

- C9

C10

- C

14

C15

- C

28

C29

-C36

Sum

of t

otal

C10

-C36

Ben

zene

Eth

ylbe

nzen

e

Tolu

ene

Xyl

ene

(m &

p)

Xyl

ene

(o)

Xyl

ene

Tota

l

1,2,

4-tri

met

hylb

enze

ne

1,3,

5-tri

met

hylb

enze

ne

Isop

ropy

lben

zene

Sty

rene


950 80 3 180 3 350 30 3

1 300 800 600 303 25 20 4

10 3000 (H) 30 (A) 8000 (H) 250 (A) 6000 (H) 200 (A) 300 (H) 40 (A)


<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1<0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - <0.02 <0.05 <0.1 <0.1 <0.02 <0.02 <0.05 <20 <50 <100 <100 <100 <1 <1 <1 <2 <1 <3 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June









Units

Ace

naph

then

e

Ace

naph

thyl

ene

Ant

hrac

ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo[b

+j]fl

uora

nthe

ne B

enzo

(g,h

,i)pe

ryle

ne

Ben

zo(k

)fluo

rant

hene

Chr

ysen

e

Dib

enz(

a,h)

anth

race

ne Fl

uora

nthe

ne

Fluo

rene

Inde

no(1

,2,3

-c,

d)py

rene

Nap

htha

lene

PAH

s (S

um o

f tot

al)

Phe

nant

hren

e

Pyr

ene

µg/L µg/L µg/L µg/L µg/L mg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L1 1 1 1 1 0.001 1 1 1 1 1 1 1 1 1 1 1

0.4 3 0.2 3 1.4 3 16 2 3

0.01

0.1

<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - -

Polycyclic Aromatic Hydrocarbons

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units



Ace

naph

then

e

Ace

naph

thyl

ene

Ant

hrac

ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo[b

+j]fl

uora

nthe

ne B

enzo

(g,h

,i)pe

ryle

ne

Ben

zo(k

)fluo

rant

hene

Chr

ysen

e

Dib

enz(

a,h)

anth

race

ne Fl

uora

nthe

ne

Fluo

rene

Inde

no(1

,2,3

-c,

d)py

rene

Nap

htha

lene

PAH

s (S

um o

f tot

al)

Phe

nant

hren

e

Pyr

ene


0.4 3 0.2 3 1.4 3 16 2 3

0.01

0.1


<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units


Notes

2 Based on pH of 8






Ace

naph

then

e

Ace

naph

thyl

ene

Ant

hrac

ene

Ben

z(a)

anth

race

ne

Ben

zo(a

) pyr

ene

Ben

zo[b

+j]fl

uora

nthe

ne B

enzo

(g,h

,i)pe

ryle

ne

Ben

zo(k

)fluo

rant

hene

Chr

ysen

e

Dib

enz(

a,h)

anth

race

ne Fl

uora

nthe

ne

Fluo

rene

Inde

no(1

,2,3

-c,

d)py

rene

Nap

htha

lene

PAH

s (S

um o

f tot

al)

Phe

nant

hren

e

Pyr

ene


0.4 3 0.2 3 1.4 3 16 2 3

0.01

0.1


<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1<1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <0.001 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June









Units

1,1,

1,2-

tetra

chlo

roet

hane

1,1,

1-tri

chlo

roet

hane

1,1,

2,2-

tetra

chlo

roet

hane

1,1,

2-tri

chlo

roet

hane

1,1-

dich

loro

etha

ne

1,1-

dich

loro

ethe

ne

1,2,

3-tri

chlo

ropr

opan

e

1,2-

dich

loro

etha

ne

1,2-

dich

loro

prop

ane

1,3-

dich

loro

prop

ane

Bro

moc

hlor

omet

hane

Bro

mod

ichl

orom

etha

ne B

rom

ofor

m

Car

bon

tetra

chlo

ride

Chl

orod

ibro

mom

etha

ne C

hlor

oeth

ane

Chl

orof

orm

Chl

orom

etha

ne

cis-

1,2-

dich

loro

ethe

ne

cis-

1,3-

dich

loro

prop

ene

Dib

rom

omet

hane

Dic

hlor

omet

hane

Hex

achl

orob

utad

iene

Tric

hlor

oeth

ene

Tetra

chlo

roet

hene

trans

-1,2

-di

chlo

roet

hene

trans

-1,3

-di

chlo

ropr

open

e

Viny

l chl

orid

e

1,2,

4-tri

chlo

robe

nzen

e

µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1 1 1 1 1 20 1 1 1 1 1 20

6500 1700.3 10 3 30 10

3 100 30 300 100

<1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20<1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 -‐ <1 <1 <1 <1 <1 -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Chlorinated Hydrocarbons

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units



1,1,

1,2-

tetra

chlo

roet

hane

1,1,

1-tri

chlo

roet

hane

1,1,

2,2-

tetra

chlo

roet

hane

1,1,

2-tri

chlo

roet

hane

1,1-

dich

loro

etha

ne

1,1-

dich

loro

ethe

ne

1,2,

3-tri

chlo

ropr

opan

e

1,2-

dich

loro

etha

ne

1,2-

dich

loro

prop

ane

1,3-

dich

loro

prop

ane

Bro

moc

hlor

omet

hane

Bro

mod

ichl

orom

etha

ne B

rom

ofor

m

Car

bon

tetra

chlo

ride

Chl

orod

ibro

mom

etha

ne C

hlor

oeth

ane

Chl

orof

orm

Chl

orom

etha

ne

cis-

1,2-

dich

loro

ethe

ne

cis-

1,3-

dich

loro

prop

ene

Dib

rom

omet

hane

Dic

hlor

omet

hane

Hex

achl

orob

utad

iene

Tric

hlor

oeth

ene

Tetra

chlo

roet

hene

trans

-1,2

-di

chlo

roet

hene

trans

-1,3

-di

chlo

ropr

open

e

Viny

l chl

orid

e

1,2,

4-tri

chlo

robe

nzen

e


6500 1700.3 10 3 30 10

3 100 30 300 100


<1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 <20 <1 <1 <1 <1 <1 <20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units


Notes

2 Based on pH of 8






1,1,

1,2-

tetra

chlo

roet

hane

1,1,

1-tri

chlo

roet

hane

1,1,

2,2-

tetra

chlo

roet

hane

1,1,

2-tri

chlo

roet

hane

1,1-

dich

loro

etha

ne

1,1-

dich

loro

ethe

ne

1,2,

3-tri

chlo

ropr

opan

e

1,2-

dich

loro

etha

ne

1,2-

dich

loro

prop

ane

1,3-

dich

loro

prop

ane

Bro

moc

hlor

omet

hane

Bro

mod

ichl

orom

etha

ne B

rom

ofor

m

Car

bon

tetra

chlo

ride

Chl

orod

ibro

mom

etha

ne C

hlor

oeth

ane

Chl

orof

orm

Chl

orom

etha

ne

cis-

1,2-

dich

loro

ethe

ne

cis-

1,3-

dich

loro

prop

ene

Dib

rom

omet

hane

Dic

hlor

omet

hane

Hex

achl

orob

utad

iene

Tric

hlor

oeth

ene

Tetra

chlo

roet

hene

trans

-1,2

-di

chlo

roet

hene

trans

-1,3

-di

chlo

ropr

open

e

Viny

l chl

orid

e

1,2,

4-tri

chlo

robe

nzen

e


6500 1700.3 10 3 30 10

3 100 30 300 100


<1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <5 <1 <1 <1 <1 <1 - <1 <1 <1 <1 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June









Units

1,2-

dich

loro

benz

ene

1,3-

dich

loro

benz

ene

1,4-

dich

loro

benz

ene

4-ch

loro

tolu

ene

Bro

mob

enze

ne

Chl

orob

enze

ne

Hex

achl

orob

enze

ne

1,2-

dibr

omoe

than

e

Bro

mom

etha

ne

Dic

hlor

odifl

uoro

met

hane Io

dom

etha

ne

Tric

hlor

oflu

orom

etha

ne D

inos

eb

4,4-

DD

E

a-B

HC

Ald

rin

Ald

rin +

Die

ldrin

b-B

HC

chlo

rdan

e

d-B

HC

DD

D

DD

T

DD

T+D

DE

+DD

D

Die

ldrin

End

osul

fan

I

End

osul

fan

II

End

osul

fan

sulp

hate

End

rin

End

rin a

ldeh

yde

End

rin k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Toxa

phen

e

µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L mg/L1 1 1 1 1 1 0.1 1 1 1 1 1 100 0.1 0.1 0.1 0.1 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.001

160 260 60 0.001 3 0.08 0.01 0.01 3 0.0002 3 0.007 3 0.02 0.2 0.09 0.005 3 0.00021500 40 0.3 1 20 20 0.3 0.3 300

1 20 0.315000 (H) 10 (A) 200 400 (H) 3 (A) 30 10 200 200 3 3 3000

<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <5 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 -‐ <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Halogenated Benzenes Halogenated Hydrocarbons Organochlorine Pesticides

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units



1,2-

dich

loro

benz

ene

1,3-

dich

loro

benz

ene

1,4-

dich

loro

benz

ene

4-ch

loro

tolu

ene

Bro

mob

enze

ne

Chl

orob

enze

ne

Hex

achl

orob

enze

ne

1,2-

dibr

omoe

than

e

Bro

mom

etha

ne

Dic

hlor

odifl

uoro

met

hane Io

dom

etha

ne

Tric

hlor

oflu

orom

etha

ne D

inos

eb

4,4-

DD

E

a-B

HC

Ald

rin

Ald

rin +

Die

ldrin

b-B

HC

chlo

rdan

e

d-B

HC

DD

D

DD

T

DD

T+D

DE

+DD

D

Die

ldrin

End

osul

fan

I

End

osul

fan

II

End

osul

fan

sulp

hate

End

rin

End

rin a

ldeh

yde

End

rin k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Toxa

phen

e


160 260 60 0.001 3 0.08 0.01 0.01 3 0.0002 3 0.007 3 0.02 0.2 0.09 0.005 3 0.00021500 40 0.3 1 20 20 0.3 0.3 300

1 20 0.315000 (H) 10 (A) 200 400 (H) 3 (A) 30 10 200 200 3 3 3000


<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 <100 <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units


Notes

2 Based on pH of 8






1,2-

dich

loro

benz

ene

1,3-

dich

loro

benz

ene

1,4-

dich

loro

benz

ene

4-ch

loro

tolu

ene

Bro

mob

enze

ne

Chl

orob

enze

ne

Hex

achl

orob

enze

ne

1,2-

dibr

omoe

than

e

Bro

mom

etha

ne

Dic

hlor

odifl

uoro

met

hane Io

dom

etha

ne

Tric

hlor

oflu

orom

etha

ne D

inos

eb

4,4-

DD

E

a-B

HC

Ald

rin

Ald

rin +

Die

ldrin

b-B

HC

chlo

rdan

e

d-B

HC

DD

D

DD

T

DD

T+D

DE

+DD

D

Die

ldrin

End

osul

fan

I

End

osul

fan

II

End

osul

fan

sulp

hate

End

rin

End

rin a

ldeh

yde

End

rin k

eton

e

g-B

HC

(Lin

dane

)

Hep

tach

lor

Hep

tach

lor e

poxi

de

Met

hoxy

chlo

r

Toxa

phen

e


160 260 60 0.001 3 0.08 0.01 0.01 3 0.0002 3 0.007 3 0.02 0.2 0.09 0.005 3 0.00021500 40 0.3 1 20 20 0.3 0.3 300

1 20 0.315000 (H) 10 (A) 200 400 (H) 3 (A) 30 10 200 200 3 3 3000


<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01<1 <1 <1 <1 <1 <1 <0.1 <1 <5 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <0.1 <1 <1 <1 <1 <1 - <0.1 <0.1 <0.1 <0.2 <0.1 <1 <0.1 <0.1 <0.1 <0.3 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June









Units

Phe

nol

2,4,

5-tri

chlo

roph

enol

2,4,

6-tri

chlo

roph

enol

2,4-

dich

loro

phen

ol

2,6-

dich

loro

phen

ol

2-ch

loro

phen

ol

Pen

tach

loro

phen

ol

tetra

chlo

roph

enol

s

2,4-

dim

ethy

lphe

nol

2,4-

dini

troph

enol

2-m

ethy

lphe

nol

2-ni

troph

enol

3-&

4-m

ethy

lphe

nol

4,6-

Din

itro-

2-m

ethy

lphe

nol

4-ch

loro

-3-

met

hylp

heno

l

4-ni

troph

enol

4,6-

Din

itro-

o-cy

cloh

exyl

phe

nol

Phe

nols

(Tot

al

Hal

ogen

ated

)

Phe

nols

(Tot

al N

on

Hal

ogen

ated

)

Aro

chlo

r 101

6

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PC

Bs

(Sum

of t

otal

)

Met

hyl E

thyl

Ket

one

4-M

ethy

l-2-p

enta

none

Ace

tone

Ally

l chl

orid

e

Car

bon

disu

lfide

µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L mg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L mg/L mg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L mg/L mg/L µg/L3 10 10 3 3 3 10 30 3 0.03 3 10 6 30 10 30 100 0.01 0.1 1 1 1 1 1 1 1 1 1 1 0.001 0.001 1

320 20 160 490 10 0.045 0.001 1 0.3 0.6 0.03 0.03 20 3

1 20 200 300 102 0.3 0.1

10 200 (H) 20 (A) 2000 (H) 3 (A) 3000 (H) 1 (A) 100

- - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1<3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1<3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1<3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1<3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SolventsPhenols Polychlorinated Biphenyls

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units



Phe

nol

2,4,

5-tri

chlo

roph

enol

2,4,

6-tri

chlo

roph

enol

2,4-

dich

loro

phen

ol

2,6-

dich

loro

phen

ol

2-ch

loro

phen

ol

Pen

tach

loro

phen

ol

tetra

chlo

roph

enol

s

2,4-

dim

ethy

lphe

nol

2,4-

dini

troph

enol

2-m

ethy

lphe

nol

2-ni

troph

enol

3-&

4-m

ethy

lphe

nol

4,6-

Din

itro-

2-m

ethy

lphe

nol

4-ch

loro

-3-

met

hylp

heno

l

4-ni

troph

enol

4,6-

Din

itro-

o-cy

cloh

exyl

phe

nol

Phe

nols

(Tot

al

Hal

ogen

ated

)

Phe

nols

(Tot

al N

on

Hal

ogen

ated

)

Aro

chlo

r 101

6

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PC

Bs

(Sum

of t

otal

)

Met

hyl E

thyl

Ket

one

4-M

ethy

l-2-p

enta

none

Ace

tone

Ally

l chl

orid

e

Car

bon

disu

lfide


320 20 160 490 10 0.045 0.001 1 0.3 0.6 0.03 0.03 20 3

1 20 200 300 102 0.3 0.1

10 200 (H) 20 (A) 2000 (H) 3 (A) 3000 (H) 1 (A) 100


<3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1<3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <3 <10 <10 <3 <3 <3 <10 <30 <3 <0.03 <3 <10 <6 <30 <10 <30 <100 <0.01 <0.1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

of 24


Well IDElevation


Easting (TOC; June

2014)

Northing (TOC; June





Units


Notes

2 Based on pH of 8






Phe

nol

2,4,

5-tri

chlo

roph

enol

2,4,

6-tri

chlo

roph

enol

2,4-

dich

loro

phen

ol

2,6-

dich

loro

phen

ol

2-ch

loro

phen

ol

Pen

tach

loro

phen

ol

tetra

chlo

roph

enol

s

2,4-

dim

ethy

lphe

nol

2,4-

dini

troph

enol

2-m

ethy

lphe

nol

2-ni

troph

enol

3-&

4-m

ethy

lphe

nol

4,6-

Din

itro-

2-m

ethy

lphe

nol

4-ch

loro

-3-

met

hylp

heno

l

4-ni

troph

enol

4,6-

Din

itro-

o-cy

cloh

exyl

phe

nol

Phe

nols

(Tot

al

Hal

ogen

ated

)

Phe

nols

(Tot

al N

on

Hal

ogen

ated

)

Aro

chlo

r 101

6

Aro

chlo

r 122

1

Aro

chlo

r 123

2

Aro

chlo

r 124

2

Aro

chlo

r 124

8

Aro

chlo

r 125

4

Aro

chlo

r 126

0

PC

Bs

(Sum

of t

otal

)

Met

hyl E

thyl

Ket

one

4-M

ethy

l-2-p

enta

none

Ace

tone

Ally

l chl

orid

e

Car

bon

disu

lfide


320 20 160 490 10 0.045 0.001 1 0.3 0.6 0.03 0.03 20 3

1 20 200 300 102 0.3 0.1

10 200 (H) 20 (A) 2000 (H) 3 (A) 3000 (H) 1 (A) 100


- - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <1 <1 <1 <1 <1 <1 <1 <1 <1 <1 <0.001 <0.001 <1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ -‐ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -


© JBS&G This document is and shall remain the property of JBS&G. The document may only be used for the purposes for which it was commissioned and in accordance with the Terms of Engagement for the commission. Unauthorised use of this document in any form whatsoever is prohibited Document Distribution

Rev No. Copies Recipient Date:

0 EPA Victora Greater Geelong City Council Sinclair Brook

Mr Scott McFarlane Chief Planner Mr Glen Dyke

11 February 2015

Document Status

Rev No. Author Reviewer Approved for Issue

Name Name Signature Date

0 S Carapina A Nunn A Nunn

11 February 2015

SGM081577 Environmental Audit Report Audit Areas 1B1C Gen … · ENVIRONMENTAL AUDIT REPORT AUDIT...

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