Final Report Northern Beaches Hospital - Stage 2 Network ...€¦ · EIS Environmental Impact Statement EPA New South Wales Environment Protection Authority ... SWMS Safe Work Method

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Final Report Phase 2 Contamination Assessment - Environmental Site Assessment

Northern Beaches Hospital - Stage 2 Network Enhancement Works

11/06/2015 43218517/0/0

Prepared for:

NSW Roads and Maritime Services

Prepared by URS Australia Pty Ltd

AUSTRALIA

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DOCUMENT PRODUCTION / APPROVAL RECORD

Issue No. Name Signature Date Position Title

Prepared by

Dane Mallinson

11/06/2015 Senior Environmental Scientist

Checked by

Rachel O’Hara

11/06/2015 Senior Environmental Scientist

Approved by

Scott Robinson

11/06/2015 Principal Environmental Geologist

Final Report Name: Phase 2 Contamination Assessment - Environmental Site Assessment Sub Title: Northern Beaches Hospital - Stage 2 Network Enhancement Works Final Report No. 43218517/0/0 Status: Final Client Contact Details: Joanne Moore NSW Roads and Maritime Services Level 8, 27 Argyle Street Parramatta, NSW, 2150

DOCUMENT REVISION RECORD

Issue No. Date Details of Revisions

Issued by: URS Australia Pty Ltd Level 8, 420 George St Sydney NSW 2000 Australia T: +61 2 8925 5500 F: +61 2 8925 5555 © Document copyright of URS Australia Pty Limited. No use of the contents, concepts, designs, drawings, specifications, plans etc. included in this report is permitted unless and until they are the subject of a written contract between URS Australia and the addressee of this report. URS Australia accepts no liability of any kind for any unauthorised use of the contents of this report and URS Australia reserves the right to seek compensation for any such unauthorised use. Document Delivery. URS Australia provides this document in either printed format, electronic format or both. URS Australia considers the printed version to be binding. The electronic format is provided for the client’s convenience and URS Australia requests that the client ensures the integrity of this electronic information is maintained. Storage of this electronic information should at a minimum comply with the requirements of the Electronic Transactions Act 2000 (Cth).


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TABLE OF CONTENTS 1 INTRODUCTION ............................................................................................................................. 3

1.1 Purpose .......................................................................................................................................... 3

1.2 Background ................................................................................................................................... 4

1.3 Scope of Assessment ................................................................................................................... 4

1.4 Objectives of Assessment and Methodology ............................................................................ 6

2 LEGISLATION ................................................................................................................................ 7

2.1 National Environment Protection (Assessment of site Contamination) Measure 1999 (Amended 2013) ............................................................................................................................ 7

2.2 Protection of the Environment Operations Act 1997 ................................................................ 7

2.3 Contaminated Land Management Act 1997 ................................................................................ 7

2.4 NSW EPA Waste Classification Guidelines 2014 ....................................................................... 7

3 EXISTING ENVIRONMENT ............................................................................................................ 9

3.1 Land Use and Physical Setting .................................................................................................... 9

3.2 Topography .................................................................................................................................... 9

3.3 Regional Geology ........................................................................................................................ 10

3.4 Local Geology.............................................................................................................................. 10

3.5 Local Hydrogeology .................................................................................................................... 10

3.6 Surface Water .............................................................................................................................. 10

3.7 Acid Sulfate Soils ........................................................................................................................ 11

4 CONTAMINATION ........................................................................................................................ 12

4.1 The Phase 1 Contamination Assessment ................................................................................. 12

4.2 The Phase 2 ESA ......................................................................................................................... 12

4.2.1 Soil Contamination ..................................................................................................................... 12

4.3 Groundwater Contamination ...................................................................................................... 13

5 IMPACT ASSESSMENT ............................................................................................................... 15

5.1 Construction Impacts ................................................................................................................. 15

5.1.1 Impacts from General Construction .......................................................................................... 15

5.1.2 Impacts from Contamination ..................................................................................................... 15

5.2 Operational Impacts .................................................................................................................... 17

6 MITIGATION MEASURES ............................................................................................................ 19

6.1 Construction Mitigation Measures ............................................................................................ 19

6.2 Operation Mitigation Measures.................................................................................................. 21

7 SUMMARY .................................................................................................................................... 23

8 REFERENCES .............................................................................................................................. 25

9 LIMITATIONS ............................................................................................................................... 27

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TABLES

Table 5-1 Summary of potential impacts for Stage 2 construction works from contamination ................. 16

Table 6-1 Mitigation measures for identified contamination during construction works ............................ 19

APPENDICES – TO BE PROVIDED UPON REQUEST

Appendix A Phase 2 Environmental Site Assessment (URS, 2015a)

Appendix B 7-Eleven French Forest LNAPL Assessment Draft Memo (URS, 2015b)

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ABBREVIATIONS

Abbreviation Description

ACM Asbestos Containing Material

AEC Area of Environmental Concern

ANZECC Australian and New Zealand Environment Conservation Council

ARMCANZ Australian and New Zealand Management Council of Australia and New Zealand

ASS Acid Sulfate Soils

BTEXN Benzene, Toluene, Ethylbenzene, Xylene and Naphthalene

CEMP Construction Environmental Management Plan

CLM Contaminated Land Management

COC Chain of Custody

COPC Chemical of Potential Concern

CMP Contamination Management Plan

CRC CARE Cooperative Research Centre for Contamination Assessment and Remediation

DPE Department of Planning and Environment

EIS Environmental Impact Statement

EPA New South Wales Environment Protection Authority

ESA Environmental Site Assessment

GIL Groundwater Investigation Levels

HIL Health-based Investigation Level

LEL Lower Explosive Limit

LGA Local Government Area

LNAPL Light Non-Aqueous Phase Liquid

LOR Limit of Reporting

mbgl Metres below ground level

NEPC National Environment Protection Council

NEPM National Environment Protection (Assessment of site Contamination) Measure

NHMRC National Health and Medical Research Council

NSW New South Wales

OCP Organochlorine Pesticide

OPP Organophosphorous Pesticide

PCB Polychlorinated Biphenyl

PID Photo-Ionisation Detector

POEO Act New South Wales Protection of the Environment Operations Act, 1997

PPE Personal Protective Equipment

SWMS Safe Work Method Statement

TPH Total Petroleum Hydrocarbons

TRH Total Recoverable Hydrocarbons

UFP Unexpected Finds Protocol

URS URS Australia


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1 INTRODUCTION

1.1 Purpose

Roads and Maritime is seeking approval for the Stage 2 Project Network Enhancement Works

(Stage 2 Project) which forms part of the Northern Beaches Hospital – Road Connectivity and

Network Enhancements Project Concept Proposal. The approval is sought under Part 5.1

(State Significant Infrastructure) of the Environmental Planning and Assessment Act 1979

(NSW) (EP&A Act). The concept proposal and the Stage 1 Project (Hospital Connectivity

Works) were approved on 22 June 2014. The Stage 2 Project comprises road upgrades

directed towards a broader network capacity enhancement of the existing road network

surrounding the proposed Northern Beaches Hospital at Frenchs Forest, within the Warringah

local government area (LGA) on Sydney’s Northern Beaches. These upgrades focus on

Warringah Road which caters for the dominant traffic movement.

Figure 1-1 Map of the Concept Area showing the Stage 1 and Stage 2 Project Areas

NOTE: Orange shaded areas = Stage 1 Blue shaded areas = Stage 2 = current Project Area Figure Source = SMEC Australia Pty Ltd (2015). Northern Beaches Hospital Network Enhancement – Stage 2 Groundwater Assessment, May 2015

This report provides a description of the soil, groundwater and contamination management

issues relating to the Stage 2 Project. The report has been prepared to assess the potential

construction and operational contamination impacts of the Stage 2 Project. This report forms

part of the EIS for Stage 2 and summarises the findings of the following reports:

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1. Phase 1 Contamination Assessment conducted by SMEC, 2014, that was undertaken for

the entire Concept Area and the Stage 1 Project (Appendix L in the Stage 1 EIS - SMEC,

2014a)

2. Phase 2 Environmental Site Assessment (ESA) conducted by URS, 2015a (Appendix A)

that identified the nature and extent of soil and groundwater contamination that may be

affected by the Stage 2 Project

3. Draft 7-Eleven Warringah Road, Frenchs Forest – LNAPL Assessment Memorandum

completed by URS, 2015b (Appendix B). This memo was supplementary to the findings

of the Phase 2 ESA.

1.2 Background

The Long Term Transport Master Plan (Transport for NSW, 2012) identifies Warringah Road

as a key strategic transport corridor linking Dee Why and Chatswood. Heavy traffic flows and

congestion along Warringah Road during commuter peak periods and, to a lesser degree,

during business hours result in low average peak travel speeds, unreliable travel times and

disruptions to traffic movements. These traffic issues impact both road users and the adjoining

community. Roads and Maritime has assessed Warringah Road to be already operating at or

beyond capacity during peak periods and is expected to experience continued traffic growth in

the future. Based on the anticipated future land use changes, both within and surrounding the

Northern Beaches Hospital Precinct, under Warringah Council’s structure plan (currently being

prepared by Warringah Council), and the current level of congestion on Warringah Road, the

Stage 2 Project is needed at a strategic level to:

Assist in the management of journeys in connection with anticipated future

intensification of medical, commercial and residential land uses surrounding the new

hospital

Mitigate the worsening of traffic congestion on the Warringah Road and Wakehurst

Parkway arterial road corridors and their principal feeder roads

Enhance access arrangements by car, bus and active transport for the Northern

Beaches Hospital employees, patients, outpatients and visitors

Facilitate improved access to the Northern Beaches Hospital and the surrounding

employment precincts

Have key infrastructure components in place for the proposed hospital opening in 2018.

1.3 Scope of Assessment

The Phase 1 Contamination Assessment (SMEC, 2014), identified five areas within the

proposed Stage 2 Project Area (Project Area)(Figure 1-1), that contained potentially

contaminated fill materials or where the current or former land uses may have resulted in soil

and groundwater contamination, including:

Inappropriate handling or disposal of contaminated or hazardous excavated materials;

Release of contaminants into underlying soils

Release of contaminants into groundwater

Movement of contaminated sediments into stormwater systems.

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These five Areas of Environmental Concern (AEC), identified by SMEC, were further assessed

by URS during the Phase 2 Environmental Site Assessment (Phase 2 ESA) (Appendix A).

These AECs are shown below in Figure 1-2 and included:

AEC 1 – An area of potential fill material located on the western side of the intersection

of Forest Way and Warringah Road

AEC 2 – An area of potential fill material, now used as a public space and walkway

extending from Fitzpatrick Avenue to Hilmer Street

AEC 3 – An area of potential fill material constituting a grassed area between the

southern side of Warringah Road and the adjacent industrial estate, extending from 100

m east of the Wakehurst Parkway/Warringah Road intersection up to 450 m

AEC 4 – A historical brickworks site located at southwest corner of the intersection of

Wakehurst Parkway and Warringah Road

AEC 5 – The 7-Eleven service station located on the southern side of Warringah Road.

URS completed a supplementary investigation, assessing the presence of light non-aqueous

phase liquids (LNAPL) within the shallow groundwater of AEC 5 (Appendix B)

Note: URS did not have access to the 7-Eleven property, thus all investigations within AEC 5

were complete on the Warringah Road nature strip only.

Figure 1-2 Five Areas of Environmental Concern within the Project Area

NOTE: AEC 1 = yellow, AEC 2 = green, AEC 3 = blue, AEC 4 = purple, and AEC 5 = red

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1.4 Objectives of Assessment

The overall objective of this assessment aimed to identify the nature and extent of potential

soil and/ or groundwater contamination in the Project Area. The following specific objectives

are addressed in this report:

1. To Identify potential contamination (soil and groundwater) within the Project Area which

may require management during the construction works

2. To investigate potential contamination within each AEC to assess health risks to onsite

intrusive workers during construction and site users during operation.

3. To develop mitigation measures for the construction works with regard to identified

contamination

4. To develop mitigation measures for the operational works with regard to identified

contamination.

This assessment also addresses the following Secretary’s Environmental Assessment

Requirements (SEARs) and supplementary SEARS for Contaminated Land, which includes

Soils, Water and Waste:

Impacts from construction activities on contaminated land, including an assessment of

potential contamination and a description of proposals for site remediation with

reference to contaminated land planning legislation and guidelines

A phase 2 contamination assessment for areas as identified as having a medium to

high risk and as presented in Chapter 7 of Phase 1 Contamination Assessment:

Northern Beaches Connectivity and Network Enhancements Project, Frenchs Forest

NSW, SMEC, October 2014.

1.5 Assessment Methodology

For the Phase 1 Contamination Assessment, SMEC followed an assessment methodology

which is outlined in Appendix L –Phase 1 Contamination Assessment in the Stage 1 EIS

(SMEC, 2014a). Additionally, in order to fulfil the project objectives listed in Section 1.4

above, URS followed the soil and groundwater investigation methodology that is outlined

within the Phase 2 ESA Report (Appendix A) and the LNAPL Assessment Memo (Appendix

B).

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2 LEGISLATION

2.1 National Environment Protection (Assessment of site Contamination) Measure 1999 (Amended 2013)

The primary reference for environmental site assessment in Australia is the amended National

Environment Protection (Assessment of site Contamination) Measure (NEPM) 1999 (NEPC,

2013). This measure includes soil, groundwater and soil vapour criteria for use in evaluating

potential risk to human health and ecosystems. These are presented as generic investigation

levels and screening levels and area subject to a range of limitations. Their selection and use

must be in the context of a conceptual site model relating to the nature and distribution of

impacts and potential exposure pathways. This measure has been used as a Tier 1

assessment of the soil and groundwater’s within the assessment area. A Tier 1 assessment,

as defined in the NEPM, as a risk based analysis comparing site data with generic

investigation and screening levels for various land uses to determine the need for further

assessment or development of an appropriate management strategy.

2.2 Protection of the Environment Operations Act 1997

Prevention of soil and groundwater pollution is a key objective of the Protection of the

Environment Operations Act 1997 (PoEO Act) and pollution of groundwater is an offence

under the Act. Construction and operational activities at the site are required to be managed

so as to ensure that Roads and Maritime complies with section 120 of the PoEO Act 1997,

which prohibits the pollution of waters, including any underground or artesian water.

2.3 Contaminated Land Management Act 1997

Significantly contaminated land in NSW is regulated under the Contaminated Land

Management Act 1997 (CLM Act). This legislation seeks to apply the principle of “polluter-

pays” by imposing the obligation and cost of remediating contaminated land on the person or

company responsible for the pollution rather than the community. The general objective of the

CLM Act is to establish a process for investigating, and where appropriate, remediating land

that is considered to pose a significant risk to human health or the environment.

2.4 NSW EPA Waste Classification Guidelines 2014

The NSW EPA (2014) Waste Classification Guidelines were adopted in order to give the soils

on site a preliminary waste classification. Classifying wastes into groups that pose similar risks

to the environment and human health facilitates their management and appropriate disposal.

Six waste classes are applied under the Waste Classification Guidelines, as follows:

1. Special Waste

2. Liquid Waste

3. Hazardous Waste

4. Restricted Solid Waste

5. General Solid Waste (putrescible)

6. General Solid Waste (non-putrescible).


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3 EXISTING ENVIRONMENT

The findings of the Phase 1 Contamination Assessment , the Phase 2 ESA (Appendix A) and

the LNAPL Assessment Memo (Appendix B) are summarised below to provide an

understanding of the existing environment within the Project Area at the time of the

investigations.

3.1 Land Use and Physical Setting

Residential properties are generally located adjacent the western portion of the Project Area,

in two main locations along Frenchs Forest Road – both East and West; and south of

Warringah Road associated with Karingal Crescent, Hilmer Street and Bantry Bay Road.

Two schools are located adjacent to the Project Area. The Forest High School is located

between Warringah Road and Frenchs Forest Road West. Frenchs Forest Public School is

located adjacent to the Project Area, at the intersection of Forest Way and Warringah Road.

There are three retail shopping centres adjacent to the Project Area. The largest is the Forest

Way Shopping Centre which is located on Forest Way about 100 metres north of the

Warringah Road / Forest Way intersection. The second centre includes a small cluster of

shops on the southern side of Warringah Road between Bantry Bay Road and Hilmer Street.

The third centre includes a small cluster of shops on Frenchs Forest Road East at the eastern

end of the Project Area.

There are two commercial /industrial business parks adjacent to the Project Area; both are to

the east of Wakehurst Parkway. The first is located between Warringah Road and Frenchs

Forest Road East, and the second between Warringah Road and Aquatic Drive.

A vegetation/wildlife corridor runs through the Project Area along both sides of Wakehurst

Parkway. The corridor links the vegetated areas of Narrabeen Lagoon and Garigal National

Park of the north with Manly Warringah War Memorial Reserve to the south, Wakehurst

Parkway to the east, Forestville Park to the west and Brick Pit Reserve located within the

proposal area.

3.2 Topography

The Project Area is in an area that undulates, with the major roads generally following a

ridgeline (Figure 1-1). Warringah Road follows an east-west ridgeline and is generally flat

within the Project Area. The road rises to its highest point adjacent with The Forest High

School.

Wakehurst Parkway follows a north-south ridgeline from North Balgowlah in the south to

Frenchs Forest in the north. Wakehurst Parkway descends into a valley north of Warringah

Road that is associated with Trefoil Creek a tributary Middle Creek and Narrabeen Lakes. To

the south of Warringah Road, Wakehurst Parkway descends gently (from 120 mAHD to 100

mAHD), but follows the ridgeline south to North Balgowlah.

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3.3 Regional Geology

Reference to the Sydney 1:100 000 Series Geological Sheet (Department of Mineral

Resources, 1983) indicates that the site is underlain by thick shale and laminate beds within

Hawkesbury Sandstone. These rock features generally weather to form residual clays and can

include ironstone bands.

3.4 Local Geology

From the soil bores completed during the Phase 2 ESA (Appendix A) the local geology

generally consisted of clay soils (ranging in depths between 1.6 and 2.0 metres below ground

level (mbgl) overlying weathered sandstone bedrock.

3.5 Local Hydrogeology

The URS Phase 2 ESA (Appendix A) involved gauging and sampling of five existing

monitoring wells within the AECs. The depth to groundwater observed was noted to range

between 0.649 mbgl in AEC5 and 4.13 mbgl in AEC2. It is believed that the groundwater

measured in AEC5 is intercepting localised perched groundwater in the fill layer. Previous

investigations undertaken in the area indicated that perched aquifer at AEC5 was inferred to

flow predominantly in a south east direction and groundwater of the deeper aquifer at AEC5

was inferred to flow predominantly south east. Regional maps showed the nearest surface

water body to be an unnamed tributary of Bantry Bay located approximately 900 metres south

of AEC2.

Some expected influences on groundwater conditions include:

The elevation of the water table is expected to rise from January to March when the

highest average maximum rainfall is encountered at the nearest weather observation

station (Macquarie Park, Site ID 066156, www.bom.gov.au), and during or post periods

of above average rainfall.

Potential utility trenches in and around the Project Area may act as preferential

pathways for impacted groundwater

Regional maps showed the nearest surface water body to be an unnamed tributary of

Bantry Bay located approximately 900 metres south of AEC2.

3.6 Surface Water

Stormwater systems to the north of Warringah Road will discharge into Trefoil Creek, which

flows north to north-east into Middle Creek and then travels further north-east eventually into

Narrabeen Lakes. Two Trefoil Creek tributaries are located north of Warringah Road, the first

located north of the Warringah Road / Wakehurst Parkway intersection and the second

located in Rabbett Reserve located on Rabbet Street.

Stormwater systems to the south of Warringah Road will either discharge into Bantry Bay or

Manly Dam / Manly Lagoon. It is likely the majority of the stormwater will discharge into Curl

Curl Creek, located immediately south of Aquatic Drive. Curl Curl Creek flows to the south and

discharges into Manly Dam. From Manly Dam, surface water then flows east via Manly Creek

to Manly Lagoon. It should be noted that the northern portion of the Project Area may flow

south into the Bantry Bay Catchment.

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3.7 Acid Sulfate Soils

The Phase 1 Contamination Assessment (SMEC, 2014), stated that the Warringah Council

Local Environment Plan 2011 - Acid Sulfate Soil Map–Sheet ASS_008 and the Landslip Risk

Map – Sheet LSR008 indicate that the Project Area is not within an acid sulfate soil (ASS)

prone area. As a consequence, the assessment of management and disposal strategies for

ASS has not been considered further.

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4 CONTAMINATION

4.1 The Phase 1 Contamination Assessment

The Phase 1 Contamination Assessment reported that the following locations within and

adjacent to the Project Area are considered potential sources of anthropogenic contamination:

Forest Way Dry Cleaners – Forest Way Shopping Centre

Everyday Carwash Café – Russell Avenue

Frenchs Forest Police Station – 137-139 Frenchs Forest Road West

7-Eleven Service Station (formerly Mobil) –Warringah Road and Hilmer Street

Former Mobil Service Station – 310-314 Warringah Road

Historic brickworks (1) – Brick Pit Reserve – South west of the Warringah Road and

Wakehurst Parkway intersection

Historic Industrial sites (Brickworks 2 & 3) – between Warringah Road and Rodborough

Road

Former Orchard – Frenchs Forest High School

Former RTA storage facility – North east of the Warringah Road and Wakehurst

Parkway intersection

Potential uncontrolled fill – numerous locations within Concept Proposal Footprint.

4.2 The Phase 2 ESA

The Phase 2 ESA (Appendix A) investigated the potential contamination in the five AECs of

the Project Area (Section 1.3 and Figure 1-2) and identified that localised soil and

groundwater impacts exceeding the adopted investigation levels (ILs) were observed within

shallow fill material. As at 4 June 2015, no other sites within the Stage 2 works area (Figure 1-

1) were notified to the NSW EPA as having contamination as defined by the NSW Duty to

Report Guidelines (2009) (http://www.epa.nsw.gov.au/clm/publiclist.htm).

4.2.1 Soil Contamination

The maximum depth of soil contamination, above the relevant ILs, across all of the AECs was

identified at 0.6 mbgl within AEC 4_2. The different contaminants observed above ILs were:

Concentrations of lead exceeding the adopted soil ILs for recreational ‘C’ land use

within parts of AEC 4 (location AEC 4_2, at 0.5 to 0.6 mbgl) and AEC 5 (location

AEC5_4, at 0.1 to 0.2 mbgl)

Fill material containing asbestos within parts of AEC 2. The extent of impacted fill at

these locations are considered to extend from surface level to 0.3 mbgl (AEC 2_26) and

from surface level to 0.6 mbgl (AEC 4_2)

Volatile hydrocarbons, along with a hydrocarbon odour and ‘sheen’, within AEC 5 at

location AEC 5_2, at 0.7 to 1.3 mbgl. The vertical extent of these hydrocarbon impacts

was not ascertained, due to borehole refusal on material described as ironstone. These

hydrocarbon impacts are likely associated with the perched groundwater observed at

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0.65 mbgl and most likely attributed to petroleum products associated with the adjacent

7 Eleven service station.

4.2.2 Groundwater Contamination

Groundwater contamination identified within the five AECs of the Project Area included:

Cadmium, chromium, copper, lead, nickel and/or zinc in groundwater were recorded as

exceeding the adopted ecological groundwater ILs within all AECs

Arsenic, chromium, lead and/or nickel in groundwater were recorded as exceeding the

adopted health-based (i.e. drinking water) groundwater ILs within all AECs

Light non-aqueous phase liquid (LNAPL) was identified at a thickness of 2 mm in

groundwater monitoring well MW_AEC5_2 in AEC5. This observation resulted in an

additional investigation of the monitoring well, MW_AEC5_2, which was completed by

URS in late April 2015 (Appendix B). This additional investigation included two

separate site visits to assess the LNAPL and/or dissolved phase impacts. The following

findings were noted:

– It is noted that the two gauging events on the 23 and 30 April 2015 were completed

following a wet weather period (the Australia Government Bureau of Meteorology

website (www.bom.gov.au) reported that Frenchs Forest received 408 millimetres of

rain in April 2015). MW-AEC 5-2 is reported to be screened within a shallow perched

water bearing zone so the groundwater levels in this well would be sensitive to wet

weather periods / heavy rainfall events and this is shown by the April levels being at

least 0.184 metres higher. It is possible that the increased groundwater levels could

have caused the LNAPL to become submerged (residual LNAPL) l

– The analytical results of the groundwater sample collected from MW-AEC 5-2 on 30

April 2015, reported results less than the limit of reporting (LOR) for all TRH fractions

and BTEXN compounds (Appendix B). These analytical results suggest that residual

LNAPL was not present in the fill around the well on the sample date and that the

dissolved phase concentrations would not pose a risk to the current or proposed future

land use

– Due to the inconsistency of observing LNAPL in MW-AEC 5-2 in March but the

dissolved phase concentration being <LOR in April, URS recommends additional

monitoring of the well (MW-AEC 5-2) along with nearby wells on the 7-Eleven service

station site to gain a better understanding of the local hydrogeology. This monitoring

should be completed prior to construction, in order to fully understand the potential risk

posed by shallow groundwater during construction and operation (See Table 6-1 for

mitigation measures prior to construction works). Furthermore until the potential

sources of contamination (e.g. underground storage tanks, impacted soils, etc.) are

removed from the 7-Eleven service station, contamination issues may present

themselves in the future at locations that are hydraulically down gradient of the 7-

Eleven service station.


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5 IMPACT ASSESSMENT

5.1 Construction Impacts

5.1.1 Impacts from General Construction

General road construction activities that have the potential to impact on soil and water quality

during Stage 2 Network Capacity Enhancement works include:

Pavement removal

Relocation of underground utilities

Ancillary site preparation and operation

Excavation

Generation of construction waste

Importing, handling, stockpiling and transporting material resources

General waste generation and management.

Project ancillary sites are likely to include activities that have a potential to impact downstream

water quality, if unmitigated, through spills of pollutants through stormwater run-off.

The activities identified with potential to impact water quality include:

Storage of chemicals

Vehicle wash-down areas

Vehicle refuelling areas

High frequency of vehicle movements

Material storage and stockpile areas

Office compounds.

Measures to manage these potential impacts are outlined in Section 6.

5.1.2 Impacts from Contamination

Potential sources for exposure to contaminated soil and groundwater to human receptors

(construction workers, general public (including road users), commercial properties and local

residents) within the AECs are:

inappropriate waste management of excavated impacted materials

contaminated soils and dust

contaminated localised groundwater / perched water

contaminated stormwater surface runoff

volatilisation of contaminated soil or groundwater during construction of utility pits, etc.

asbestos containing materials during excavation.

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Whilst ecological receptors are not anticipated to be present within the AECs during or

subsequent to proposed excavation activities, potential seepage and/or discharge of

groundwater would require management during excavation activities to prevent run-off

towards these down gradient receptors.

The potential and identified contaminants of concern for the AECs within the Project Area are

summarised in the following table.

Table 5-1 Summary of potential impacts for Stage 2 construction works from contamination within the Project Area

Potential Sources of Contamination

Potential Contaminants of Concern (Phase 1 - Appendix A)

Identified Contaminants of Concern (Phase 2 - Appendix B)

Construction Works with the Potential to Encounter Contamination

Potential Uncontrolled Fill Material (AEC 1-AEC 5)

1. Metals 2. PAHs 3. TRHs/TPHs 4. BTEXN 5. PCBs 6. OCPs &OPPs 7. Asbestos.

1. Metals 2. Asbestos

Grade separation works are proposed adjacent to and below Warringah Road and Forest Way.

• Identified fill areas in AEC 1-AEC 5 would likely require either partial or total removal.

– Excavation works within AEC 4 and AEC 5 would unearth soil impacted by uncontrolled fill material containing heavy metals (in particular, lead).

– Excavation works within AEC 2 and AEC 4 would unearth soil impacted by uncontrolled fill material containing asbestos.

• It should be noted that all AECs observed to contain fill material have the potential for contamination due to the heterogeneous nature of fill.

7 Eleven Service Station (AEC 5)

1. Metals 2. PAHs 3. TRHs/TPHs 4. BTEXN.

Assessed only on the adjacent nature strip:

1. Metals 2. PAHs 3. TRHs/TPHs 4. BTEXN

Grade separation works are proposed at the intersection of Warringah Road and Wakehurst Parkway.

The works would unearth shallow groundwater and soil impacted by identified contaminants.

Historical Brickworks Site (AEC 4)

1. Metals 2. PAHs 3. TRHs/TPHs 4. BTEXN 5. PCB 6. OCPs & OPPs 7. Asbestos.

1. Heavy metal (lead), and

2. Asbestos

Grade separation works are proposed at the intersection of Warringah Road and Wakehurst Parkway.

The works would unearth soil impacted by identified contaminants.

Road Surface (Entire Project Area)

1. Coal Tar; 2. PAHs. Not assessed

Contaminating road materials such as asphalt and coal tar may have been historically used within roads throughout the Project Area. Road improvements could potentially unearth such materials.

Shallow Groundwater (Entire Project Area)

1. Metals 2. PAHs 3. TRHs/TPHs 4. BTEXN 5. PCBs 6. OCPs &OPPs

1. Metals

Shallow groundwater from across the Project Area showed heavy metal levels that exceeded both ecological and human health ILs. Thus any excavation has the potential to mobilise shallow groundwater (ingress and egress) and transport known and unknown contaminants.

Measures to mitigate these potential impacts are outlined in Section 6.

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5.2 Operational Impacts

Once the roadway is constructed it is not expected that there would be any linkages of

potential contaminants to road users and general road maintenance workers during the

operation of the roadway. The maximum extent (depth) of soil impacts above the relevant

investigation levels across all of the AECs were identified as 0.6 mbgl (Appendix A). As the

depth of contaminated soil described above is within the soil profile proposed to be excavated

as part of the road construction works, no residual risk to users of these AECs is anticipated to

be present subsequent to excavation works. Further, following the sealing of the road surface

and revegetation of the road verge, the potential for erosion, and subsequent

disturbance/mobilisation of contaminants to occur during operation of the proposed roadway

would be minimal.

Surface water runoff is likely to increase during the roadway operation due to an increase in

impervious hard surfaces including the road and footpaths. Surface water would be collected

through the roadways drainage infrastructure. The operation of roadways by a variety of

different vehicle leads to the deposition of materials on roadways including but not limited to

rubber, fuel, litter, and oil. These materials contain contaminants including hydrocarbons and

heavy metals which are risks to both human health and the environment. Contaminants and

sediments remain on the road surface until a rainfall event, where the materials are then

transported by run off into the roadways drainage infrastructure and later into surrounding

waterways.

Ongoing operation of the road network has the potential to locally affect groundwater flow and

groundwater gradient. Due to the increased amount of sealed ground surface in the Project

Area, there is the potential for decreased recharge of perched or shallow water bearing zones.

The decreased recharge could cause local changes in the groundwater gradient. The

proposed slot along Warringah Road if left unsealed also has the potential to locally act as a

sump for perched or shallow groundwater.

Management of these potential operational impacts is discussed in Section 6.


43218517/0/0 19

6 MITIGATION MEASURES

This section provides a summary of the mitigation measures that should be considered to

manage the potential risks from soil and/or groundwater contamination. It should be noted,

however, that the strategy below provides general guidance only and does not constitute a

health and safety plan, job safety analysis, risk assessment, construction management plan or

any other considerations under the Work Health & Safety Act 2011 and Occupational Health

and Safety Regulation 2011.

6.1 Construction Mitigation Measures

Mitigation measures associated with contamination (both identified and potential

contamination) for the proposed upgrade works would be incorporated into an overarching

Construction Environment Management Plan (CEMP). The CEMP would provide details on

measures to mitigate and/or reduce the risks associated with the Project. Table 6-1

summarises applicable mitigation measures for the identified contamination. The table is not

an exhaustive list of all contamination issues that might require mitigation. The responsibility

for implementing the control measures would be designated to the Principal Contractor of the

construction works.

Table 6-1 Mitigation measures for identified contamination during construction works

Work Phase Issues Mitigation Measures

Preliminary works

General contamination

A Contaminated Land Management Plan (CMP) would be prepared and implemented as part of the CEMP for the areas identified in the Phase 2 Environmental Site Assessment (Appendix A) as being contaminated land. Additionally the CMP should address land contamination likely to be caused by the specific construction activities and any unexpected finds during construction.

Prior to the commencement of construction works, further investigations of the impacted localised hydrocarbon impacted soils and localised perched groundwater in AEC 5 is required to assess the extent of the contamination in order to understand the potential impacts posed to construction workers and future site users.

Appropriate OH&S measures should be developed and implemented to minimise risk of exposure to contamination.

Prepare Safe Work Method Statement (SWMS).which should include as a minimum the following contamination control measures:

Employ confined space entry procedures for excavations and utility pits prior to entry

Workers wear appropriate PPE (e.g. wear gloves/ eye and respiratory protection). Use of disposable overalls when work occurs in an AEC where asbestos containing material was identified, which should be torn and disposed of appropriately at completion of each work shift. Use of boot wash.

Workers avoid creating dust (e.g. use of light water sprays, avoid working in hot and windy conditions). Where dust is unavoidable wear respiratory protection.

Workers do not eat, drink or smoke during works Use of a photo-ionisation detector (PID) and a lower explosive limit (LEL)

meter when conducting excavation works in AEC 5. The SWMS should establish trigger levels for atmospheric monitoring which dictate upgrade of personal protective equipment and/or requirements to cease work during unsafe conditions

Workers wash hands and face immediately after works Brush / wash excavation tools at end of each work shift. Ensure surplus

materials returned to stockpile areas and avoid spreading potentially contaminated materials across site

43218517/0/0 20

Work Phase Issues Mitigation Measures

Waste materials are managed so as not to generate dusts During excavation works all soil / fill materials should be considered to be

potentially contaminated irrespective of visually / olfactory observations All stockpiled soil / fill materials excavated from the site should be bunded

and sediment retention measures put in place immediately after the stockpile is formed. Stockpiles should be placed on sealed ground

Stockpiled potentially contaminated soil should be sampled and assessed and classified for disposal off-site at an appropriately licensed waste facility by an approved contractor in accordance with the requirements of NSW EPA Waste Guidelines

Potentially contaminated groundwater (including groundwater which may potentially infiltrate the stormwater system) encountered during the works should be collected as necessary, assessed and treated as required prior to discharge. Where treatment is not possible, contaminated groundwater should be classified for disposal off-site at an appropriately licensed waste facility by an approved contractor in accordance with the requirements of NSW EPA (2014) Waste Guidelines

For all intrusive works reference should be made to the relevant WorkCover NSW requirements for asbestos works which may trigger a requirement for air monitoring.

Preliminary works

Asbestos

An Asbestos Management Plan would be developed prior to works commencing and include:

• The locations of asbestos impacted areas within each AEC (Appendix A); • Prior to commencement of construction works a precautionary asbestos ‘Emu

Pick’ would be undertaken across AEC 2 and AEC 4. If surface asbestos is observed during site set up, additional soil sampling in the area would be undertaken to establish the full extent of asbestos contamination

• The requirements including mitigation measures for asbestos management, asbestos handling and asbestos disposal in accordance with NSW EPA and NSW WorkCover guidelines.

Construction Works

Waste Management

Waste Management would be undertaken in line with the waste classification provided in Appendix A.

As waste soil is managed for offsite disposal, mitigation measures should be implemented prior to disposal. Waste producers are responsible under the legislation for ensuring that wastes are transported only after all the necessary documents and checks have been completed.

A separate transport certificate must accompany each load of waste that is being transported. A waste transport certificate is a document that includes information about the waste, the consigner, the transporter and the receiving facility. The NSW EPA on-line waste tracking system can be used to create a transport certificate.

Accidental spill events

A site specific emergency spill plan would be developed to include spill management measures in accordance with the Roads and Maritime Services Code of Practice for Water Management and relevant EPA guidelines. The emergency spill plan would need to include initial response requirement and containment actions/measures whilst also including a list of whom to notify in the event of a spill, such as emergency services and relevant authorities.

Post construction works

Remediation Validation

A remediation validation report would be developed to identify that contamination has been remediated, removed from site and/or managed sufficiently once construction works have ceased and the site is in operation.

43218517/0/0 21

The mitigation measures outlined in the table above focus on identified contaminated soil and

groundwater issues within the Project Area. There is the potential for contamination that has

not been identified during the Phase 2 assessment works to be discovered during construction

works. This contamination might be identified by the following observations:

Discoloured soils

Odorous soils

Potentially asbestos containing sheeting, fragments or insulation materials

The presences of other foreign materials, such as drums, waste or building rubble

which could be a source of contamination.

It is recommended that an unexpected finds protocol (UFP) is considered and incorporated

into the CEMP for any intrusive roadway works during construction, to address the potential

for previously unidentified contamination to be encountered during the Stage 2 works. The

UFP should detail an approach and methodology for the management of any unexpected

contaminated soils encountered during the upgrade. It is suggested that if gross

contamination is identified that works are ceased in the area and a suitably qualified

environmental consultancy is engaged to overview the area in question.

6.2 Operation Mitigation Measures

As outlined in Section 5.2, once the roadway is constructed it is not expected that there would

be any linkages of potential contaminants to road users, general road maintenance workers or

the environment. During the ongoing operation of the road network, surface contamination of

the roadway would need to be managed to prevent contaminants from impacting surrounding

environments, via dust and run off. The following mitigation measures should be adopted to

mitigate future potential contamination issues during operation:

The roadways would be maintained to be free of general litter and debris

A pavement drainage strategy would need to be developed with the objective of

maintaining existing catchments, whilst also mitigating the increase flow that could

occur due to the roadway construction whilst also mitigating contaminant transportation

from the road surface to nearby waterways

Design and install suitable drainage and surface water management system to capture

potential contaminants

Design and install suitable drainage and surface water treatment systems to prevent

infiltration of contaminants into underlying groundwater systems.

The following mitigation measures would be adopted to mitigate potential effects on

groundwater:

All groundwater captured within the road network (i.e. groundwater ingress into the slot)

would need to be captured, separated and treated before disposed at a suitably

licenced liquid waste facility

In order to assess impacts to groundwater elevation and groundwater quality, ongoing

groundwater monitoring during the construction and operational phases will be

undertaken as per the proposed monitoring recommendation within the Groundwater

43218517/0/0 22

Assessment completed by GHD in May 2015 (Appendix M of the Phase 1 EIS). Impacts

to groundwater would need to be reported in order to reassess the potential impact to

groundwater dependant ecosystems, such as the Duffys Forest Ecological Community,

Trefoil Creek and Curl Curl Creek.

43218517/0/0 23

7 SUMMARY

Based on the available information reviewed as part of this report the following conclusion can

be summarised:

Contamination

The Project Area is not within an acid sulfate soil prone area

Soil contamination above ILs was identified within the Project Area as follows:

– Asbestos impacted fill material is found within the shallow subsurface strata of AEC 2

and AEC 4

– Lead impacted fill material is found within the subsurface strata of AEC 4 and AEC 5

– Petroleum hydrocarbons are found in soils adjacent to the 7-Eleven service station

operations in AEC 5

Groundwater contamination above ILs were identified within the Project Area as follows:

– Dissolved metals above ILs were observed in all AECs

– LNAPL impact to groundwater was observed in a monitoring well adjacent to the 7-

Eleven service station operations in AEC 5

As at 4 June 2015, no other sites within the Project Area were notified to the NSW EPA

as having contamination as defined by the NSW Duty to Report Guidelines (2009)

(http://www.epa.nsw.gov.au/clm/publiclist.htm).

Potential Risks and Mitigation Measures

Localised soil and groundwater impacts exceeding the adopted ILs may present a risk

to human health and the environment in the Project Area during construction

– Mitigation measures to control potential risks during construction should be

incorporated into a CEMP.

– Unexpected Finds Protocol (UFP) should be incorporated into the CEMP to address

the potential discovery of previously unidentified soil and/or groundwater

contamination

– Waste soil should be managed for offsite disposal as detailed in Table 6-1 and

Appendix A

Mitigation measures should also be considered for operation of the roadway network.

– Localised soil and groundwater contamination exceeding the adopted ILs that was

identified within shallow fill material is within the depth of material that is proposed to

be excavated during construction of the roadway therefore no ongoing risk from

contamination to users and the environment of these AECs is anticipated during

operation of the road network

– Roadway design and maintenance should include mitigation measures to control any

potential impacts to surface runoff or shallow groundwater.


43218517/0/0 25

8 REFERENCES

Contaminated Land Management Act 1997 NSW (CLM Act)

Environmental Planning and Assessment Act 1979 (NSW) (EP&A Act).

GHD (2015). Northern Beaches Hospital Network Enhancement – Stage 2 Groundwater Assessment. May 2015. Appendix M - Roads and Maritime Services Northern Beaches Hospital Road Connectivity and Network Enhancement Project – Environmental Impacts Statement.

National Environment Protection Council (NEPC) (2013), National Environment Protection (Assessment of Site Contamination) Measure.

NSW EPA (2014) Waste Classification Guidelines. Part 1 Classifying Waste

NSW EPA website -http://www.epa.nsw.gov.au/clm/publiclist.htm).

Protection of the Environment Operations Act 1997 (NSW) (POEO Act)

SMEC (2014a), Phase 1 Contamination Assessment. October 2014. Appendix L - Roads and

Maritime Services Northern Beaches Hospital Road Connectivity and Network Enhancement

Project – Environmental Impacts Statement.

Sydney 1:100,000 Geological Series Sheet 9130 (Department of Mineral Resources, Edition

1, 1983)

Transport for NSW, (2012), Long Term Transport Master Plan.

URS Australia Pty Ltd (2015a), Phase 2 Environmental Site Assessment – Northern Beaches

Hospital Road, Warringah Road, Frenchs Forest – Final Report. March 2015.

URS Australia Pty Ltd (2015b), 7-Eleven Warringah Road, Frenchs Forest – LNAPL

Assessment Memorandum - Draft. May 2015.

Warringah Council Local Environment Plan 2011 - Acid Sulfate Soil Map–Sheet ASS_008

Warringah Council Local Environment Plan 2011 - Landslip Risk Map – Sheet LSR008


43218517/0/0 27

9 LIMITATIONS

This conclusion and all information in this Report is provided strictly in accordance with and

subject to the following limitations and recommendations:

a) This Report has been prepared for the sole benefit of NSW Roads and Maritime Services.

b) Except as required by law, no third party may use or rely on, this Report unless otherwise

agreed by URS in writing. Where such agreement is provided, URS will provide a letter of

reliance to the agreed third party in the form required by URS.

c) This Report should be read in full and no excerpts are to be taken as representative of

the findings. No responsibility is accepted by URS for use of any part of this Report in

any other context.

d) This conclusion is based solely on the information and findings contained in this Report.

e) This conclusion is based solely on the scope of work agreed between URS and NSW

Roads and Maritime Services and described in section 1.3 ("Scope of Assessment") of

this Report.

f) This Report is dated 11 June 2015 and is based on the conditions encountered during the

site investigations conducted, and information reviewed, from 24 February to 11 June

2015, URS accepts no responsibility for any events arising from any changes in site

conditions or in the information reviewed that have occurred after the completion of the

site investigations.

g) The investigations carried out for the purposes of the Report have been undertaken, and

the Report has been prepared, in accordance with normal prudent practice and by

reference to applicable environmental regulatory authority and industry standards,

guidelines and assessment criteria in existence at the date of this Report.

h) Where this Report indicates that information has been provided to URS by third parties,

URS has made no independent verification of this information except as expressly stated

in the Report. URS assumes no liability for any inaccuracies in or omissions to that

information.

i) URS has tested only for those chemicals specifically referred to in this Report. URS

makes no statement or representation as to the existence (or otherwise) of any other

chemicals.

j) Except as otherwise specifically stated in this Report, URS makes no warranty or

representation as to the presence or otherwise of asbestos and/or asbestos containing

materials (“ACM”) on the site. If fill has been imported on to the site at any time, or if any

buildings constructed prior to 1970 have been demolished on the site or materials from

43218517/0/0 28

such buildings disposed of on the site, the site may contain asbestos or ACM. Without

limiting the generality of sub-clauses (h) and (m), even if asbestos was tested for and

those test results did not reveal the presence of asbestos at specific points of sampling,

asbestos may still be present at the site if fill has been imported at any time, or if any


such buildings disposed of on the site.

k) No investigations have been undertaken into any off-site conditions, or whether any

adjoining sites may have been impacted by contamination or other conditions originating

from this site.

43218517/0/0

APPENDIX A PHASE 2 ENVIRONMENTAL SITE ASSESSMENT (URS, 2015A)


a

Final Report

Phase 2

Environmental

Site

Assessment

Northern Beaches Hospital Road,

Warringah Road Frenchs Forest

30 March 2015 43218517/1/0

Prepared for:


Prepared by URS Australia Pty Ltd

AUSTRALIA


43218517/1/0 J:\SYD\43218517\5 WIP\11. Stage 2 EIS Phase 2 contamination assessment report\Final\App A - Phase 2 ESA\RMS Northern Beaches Phase 2 ESA Report - Final sans appendix B-D.docx

DOCUMENT PRODUCTION / APPROVAL RECORD

Issue No. Name Signature Date Position Title

Prepared by Tanya Stanton

02/04/2015 Environmental Geologist

Checked by Julie Porter

02/04/2015 Principal Environmental Engineer

Approved by Scott Robinson

02/04/2015 Principal Environmental Geologist

Final Report Name:

Phase 2 Environmental Site

Assessment

Sub Title:

Northern Beaches Hospital Road,

Warringah Road Frenchs Forest

Final Report No.

43218517/1/0

Status:

Final

Client Contact Details:

Joanne Moore


DOCUMENT REVISION RECORD

Issue No. Date Details of Revisions

Issued by:

URS Australia Pty Ltd Level 4, 407 Pacific Highway Artarmon NSW 2064 Australia T: +61 2 8925 5500 F: +61 2 8925 5555 © Document copyright of URS Australia Pty Limited. No use of the contents, concepts, designs, drawings, specifications, plans etc. included in this report is permitted unless and until they are the subject of a written contract between URS Australia and the addressee of this report. URS Australia accepts no liability of any kind for any unauthorised use of the contents of this report and URS Australia reserves the right to seek compensation for any such unauthorised use. Document Delivery. URS Australia provides this document in either printed format, electronic format or both. URS Australia considers the printed version to be binding. The electronic format is provided for the client’s convenience and URS Australia requests that the client ensures the integrity of this electronic information is maintained. Storage of this electronic information should at a minimum comply with the requirements of the Electronic Transactions Act 2000 (Cth).


43218517/1/0

TABLE OF CONTENTS

EXECUTIVE SUMMARY .................................................................................................................................. III

1 INTRODUCTION ............................................................................................................................. 1

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

1.2 Project Aims and Objectives ........................................................................................................ 1

1.3 Scope of Works ............................................................................................................................. 2

2 METHODOLOGY ........................................................................................................................... 5

2.1 Data Quality Objectives ................................................................................................................ 5

2.2 Investigation Outline ..................................................................................................................... 6

2.3 Soil Investigation Methodology ................................................................................................... 6

2.4 Groundwater Investigation Methodology ................................................................................. 10

2.4.1 Groundwater Sample Analysis .................................................................................................. 10

3 ADOPTED INVESTIGATION LEVELS ........................................................................................ 12

3.1 Chemicals of Potential Concern (COPC) .................................................................................. 12

3.2 Adopted Investigation Levels .................................................................................................... 12

3.2.1 Soil Investigation Levels ............................................................................................................ 12

3.2.2 Groundwater Investigation Levels ............................................................................................ 13

3.2.3 Adopted Soil and Groundwater ILs ........................................................................................... 14

4 RESULTS ...................................................................................................................................... 17

4.1 Environmental Setting ................................................................................................................ 17

4.2 Soil ................................................................................................................................................ 18

4.2.1 Site Geology ................................................................................................................................ 18

4.2.2 Field Observations ...................................................................................................................... 20

4.2.3 Soil Analytical Results ................................................................................................................ 20

4.3 Groundwater ................................................................................................................................ 21

4.3.1 Site Hydrogeology....................................................................................................................... 21

4.3.2 Field Observations ...................................................................................................................... 22

4.3.3 Groundwater Analytical Results ................................................................................................ 22

5 QUALITY OF ANALYTICAL DATA ............................................................................................. 25

6 DISCUSSION ................................................................................................................................ 27

6.1 Nature and Extent of Impacts .................................................................................................... 27

6.1.1 Soil ................................................................................................................................................ 27

6.1.2 Groundwater ................................................................................................................................ 27

6.2 Waste Classification and Management ..................................................................................... 28

6.3 Conceptual Site Model (CSM) .................................................................................................... 29

7 RISK MITIGATION AND SAFETY MANAGEMENT MEASURES .............................................. 33

7.1 Risk Management Issues ........................................................................................................... 33

7.2 Control Measures ........................................................................................................................ 33

43218517/1/0

TABLES

Table 2-1 Data Quality Objectives............................................................................................................... 5

Table 2-2 Soil Investigation Methodology Summary ................................................................................... 7

Table 2-3 Soil Investigation Summary ........................................................................................................ 9

Table 2-4 Groundwater Investigation Methodology Summary .................................................................. 10

Table 2-5 Groundwater Investigation Summary ........................................................................................ 10

Table 3-1 Adopted Soil and Groundwater ILs .......................................................................................... 14

Table 4-1 Site Features – AEC1 ............................................................................................................... 17





Table 4-6 AEC1 Site Geology ................................................................................................................... 18





Table 4-11 Soil Results Summary (exceeding adopted ILs) ....................................................................... 20

Table 4-12 Waste Classification Summary for AEC1 to AEC5 ................................................................... 21

Table 4-13 Hydrogeological Information ..................................................................................................... 21

Table 4-14 Groundwater Results Summary (exceeding adopted ILs) ........................................................ 22

Table 6-1 Conceptual Site Model for AEC1 to AEC5 ................................................................................ 29

Table 7-1 Control Measures ...................................................................................................................... 34

7.3 Waste Management ..................................................................................................................... 35

7.4 Unexpected Finds ....................................................................................................................... 35

8 CONCLUSIONS ............................................................................................................................ 37

8.1 Identification of Potential Contamination ................................................................................. 37

8.2 Risks to Onsite Workers ............................................................................................................. 37

8.3 Civil Works Risk Mitigation and Management Measures ........................................................ 37

8.4 Soil Waste Classification for Material to be Excavated .......................................................... 37

9 REFERENCES .............................................................................................................................. 39

10 LIMITATIONS ............................................................................................................................... 41

43218517/1/0

TABLES (ATTACHED)

Table 1 – Waste Classification Table – AEC1





Table 6 – Soil Analytical Results– AEC1





Table 11 – Groundwater Gauging Results

Table 12 - Groundwater Quality Data – Field Parameters

Table 13 - Groundwater Analytical Results

Table 14 - QA/QC Analytical Results - Trip Blanks

Table 15 - QA/QC Analytical Results - Rinsate and Field Blanks

FIGURES

Figure 1 - Site Locality Map

Figure 2 - Site Layout Plans

Figure 3a - AEC1 & AEC2 Layout Plan

Figure 3b - AEC3 Layout Plan

Figure 3c - AEC4 & AEC5 Layout Plan

APPENDICES

Appendix A Borelogs

Appendix B Equipment Calibration Sheets - Available Upon Request

Appendix C Laboratory Reports - Available Upon Request

Appendix D Data Validation - Available Upon Request

43218517/1/0 i

ABBREVIATIONS


ACM Asbestos Containing Material

ADWG Australian Drinking Water Guidelines

AEC Area of Environmental Concern

ALS Australian Laboratory Services

ANZECC Australian and New Zealand Environment Conservation Council

ARMCANZ Australian and New Zealand Management Council of Australia and New Zealand

ASC Assessment of Site Contamination

BTEX Benzene, Toluene, Ethylbenzene and Xylene

BTEXN Benzene, Toluene, Ethylbenzene, Xylene and Naphthalene

CEMP Construction Environmental Management Plan

COC Chain of Custody

COPC Chemical of Potential Concern

CRC CARE Cooperative Research Centre for Contamination Assessment and Remediation

CSM Conceptual Site Model

DBYD ‘Dial Before You Dig’

DQI Data Quality Indicators

DQO Data Quality Objectives

EPA New South Wales Environment Protection Authority

ESA Environmental Site Assessment

GME Groundwater Monitoring Event

GPS Global Positioning System

HIL Health-based Investigation Level

HSEP Health, Safety and Environment Plan

HSL Health Screening Level

LEL Lower Explosive Limit

LNAPL Light Non-Aqueous Phase Liquid

LOR Limit of Reporting

NDD Non-Destructive Digging

NEPC National Environment Protection Council

NEPM National Environment Protection Measure

NHMRC National Health and Medical Research Council

NRMMC Natural Resource Management Ministerial Council

NSW New South Wales

OCP Organochlorine Pesticide

OPP Organophosphorous Pesticide

PARCC Precision, Accuracy, Representativeness, Comparability and Completeness

PCB Polychlorinated Biphenyl

PID Photo-Ionisation Detector

POEO Act New South Wales Protection of the Environment Operations Act, 1997

PPE Personal Protective Equipment

43218517/1/0


QRA Quantitative Risk Assessment

RMS New South Wales Roads and Maritime Services

SWL Standing Water Level

SWMS Safe Work Method Statement

TCLP Toxicity Characteristics Leaching Procedure

TDS Total Dissolved Solids

TPH Total Petroleum Hydrocarbons

TRH Total Recoverable Hydrocarbons

UCL Upper Confidence Limit

UFP Unexpected Finds Protocol

URS URS Australia

USCS Unified Soil Classification System

USEPA Unites States Environment Protection Agency

VENM Virgin Excavated Natural Material

VOC Volatile Organic Compounds

43218517/1/0 iii

EXECUTIVE SUMMARY

Background and Objectives

URS Australia Pty Ltd (URS) was engaged by Roads and Maritime Services (RMS) to conduct

a Phase 2 Contamination Assessment as part of their Northern Beaches Hospital Road

Connectivity and Network Enhancement Project

The specific objectives of the investigation were:

• To identify potential contamination (soil and groundwater) within each Area of

Environmental Concern (AEC) which may require management during the civil works;

• Investigate potential contamination within each AEC to assess health risks to onsite

intrusive workers;

• Develop mitigation and safety management measures for the civil works with regard to

identified contamination; and

• Provide waste classification for fill materials to be excavated as part of the civil works

programme.

Scope of Work

The scope of work consisted of drilling, logging, and collection of soil samples at 68 locations

followed by a groundwater monitoring event (GME) which included well gauging and

groundwater sampling of all 6 monitoring wells. The findings of the soil and groundwater

investigations were noted in this Phase 2 Environmental Site Assessment (ESA).

Results and Conclusions

Soil

Soil impacts identified as follows:

• Concentrations of lead were recorded as exceeding the adopted soil (HIL) for recreational

‘C’ land use within parts of AEC4 (location AEC4_2, at 0.5 to 0.6 mbgl) and AEC5

(location AEC5_4, at 0.1 to 0.2 mbgl);

• Fill material containing asbestos was recorded to be present within parts of AEC2

(location AEC2_26, at 0.1 to 0.2 mbgl) and AEC4 (location AEC4_2, at 0.5 to 0.6 mbgl).

The extent of impacted fill at these locations is considered to extend from surface level to

0.3 mbgl (AEC2_26) and from surface level to 0.6 mbgl (AEC4_2); and

• Volatile hydrocarbons, along with a hydrocarbon odour and ‘sheen’, were identified within

AEC5 at location AEC5_2, at 0.7 to 1.3 mbgl. The vertical extent of these hydrocarbon

impacts was not ascertained, due to borehole refusal on material described as ironstone.

These hydrocarbon impacts are likely associated with the perched groundwater observed

at 0.65 mbgl and most likely attributed to petroleum products associated with the adjacent

7Eleven service station

It is proposed that the impacted soil is within the proposed excavation areas of the road

construction works. Therefore, no residual risk to users of these areas is anticipated to be

present subsequent to excavation works.

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Waste Classification and Management

In-situ waste classification of soil material proposed to be excavated within each AEC is as

follows:

• AEC 1 – General Solid Waste – No Putrescible;

• AEC 2 – General Solid Waste – No Putrescible with the exception of soil material

proximal to AEC2_26, to a depth of 0.3 mbgl: Special Waste – Asbestos Waste;

• AEC 3 – General Solid Waste – No Putrescible;

• AEC 4 – General Solid Waste – No Putrescible with the exception of soil material

proximal to AEC4_2, to a depth of 0.6 mbgl: Special Waste – Asbestos Waste; and

• AEC 5 – General Solid Waste – No Putrescible.

Groundwater

The depth to groundwater was noted between 0.649 metres below ground level (mbgl) in

AEC5 and 4.13 mbgl in AEC2. It is believed that the groundwater measured in AEC5 is

intercepting localised perched groundwater in the fill layer. Previous investigations undertaken

in the area indicated that perched aquifer at AEC5 was inferred to flow predominantly in a

south east direction and groundwater of the deeper aquifer at AEC5 was inferred to flow

predominantly south east. Regional maps showed the nearest surface water body to be an

unnamed tributary of Bantry Bay located approximately 900 m south of AEC2.

Groundwater impacts identified during the investigation are characterised as follows:

• Concentrations of cadmium, chromium, copper, lead, nickel and/or zinc in groundwater

were recorded as exceeding the adopted ecological Groundwater Investigation Levels

(GILs) within all AECs. Whilst ecological receptors are not anticipated to be present within

the AECs during or subsequent to proposed excavation activities, potential seepage

and/or discharge of groundwater would require management during excavation activities

to prevent run-off towards these down gradient receptors.

• Concentrations of arsenic, chromium, lead and/or nickel in groundwater were recorded as

exceeding the adopted health-based (i.e. drinking water) groundwater investigation levels

(GILs) within all AECs. Seepage and/or discharge of groundwater during proposed

excavation activities may present a risk to construction workers exposed to groundwater.

• Light non-aqueous phase liquid (LNAPL) was identified at a thickness of 2 mm in AEC5 in

groundwater monitoring well MW_AEC5_2. The groundwater at this location is perched in

a local fill layer and associated with potential impacts from the adjacent 7Eleven service

station. Seepage and/or discharge of groundwater during proposed excavation activities

may present a risk to ecological receptors or construction workers exposed to

groundwater.

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Risk Management Issues and Control Measures

Potential environmental and human health risks associated with the impacted soil and

groundwater at the site are:

• Inappropriate waste management of excavated impacted materials;

• Exposure to impacted soils and dust;

• Exposure to impacted localised groundwater / perched water;

• Exposure to stormwater surface runoff;

• Exposure to vapours during construction of utility pits etc.; and

• Exposure to asbestos containing materials during excavation works.

It is recommended that the overall management and subsequent control measures associated

with potential contamination for the proposed upgrade works are incorporated into an

overarching Construction Environment Management Plan (CEMP).

43218517/1/0 1

1 INTRODUCTION

1.1 Background

The Northern Beaches Hospital Road Connectivity and Network Enhancement Project is a

project being conducted in two stages to expand the capacity of Warringah Road, Forest Way

and related smaller roadways. It is understood the Stage 2 works involve widening of

Warringah Road and grade separation works resulting in a significantly increased traffic

capacity for the road. During a Phase 1 Contamination Assessment (SMEC 2014a) it was

identified that several areas along Warringah Road, within the footprint of the proposed road

widening, contained fill materials which could be potentially contaminated, or where the

current or former land use may have resulted in soil and groundwater contamination including:

• Inappropriate handling or disposal of contaminated or hazardous excavated materials;

• Release of contaminants into underlying soils;

• Release of contaminants into groundwater; and

• Movement of contaminated sediments into stormwater systems.

The Areas of Environmental Concern (AEC) identified by SMEC (2014a) requiring a further

phase 2 contamination assessment were:

• AEC1 – An area of potential fill material located on the western side of the intersection of

Forest Way and Warringah Road;

• AEC2 – An area of potential fill material, now used as a public space and walkway

extending from Fitzpatrick Avenue to Hilmer Street;

• AEC3 – An area of potential fill material constituting a grassed area between the southern

side of Warringah Road and the adjacent industrial estate, extending from 100 m east of

the Wakehurst Parkway/Warringah Road intersection up to 450 m;

• AEC4 – A historical brickworks site located at southwest corner of the intersection of

Wakehurst Parkway and Warringah Road; and

• AEC5 – The 7Eleven service station located on the southern side of Warringah Road.

It was considered likely that most, if not all, areas of fill materials identified would need to be

removed during the civil works programme, therefore this material required pre-classification

prior to excavation and removal.

1.2 Project Aims and Objectives

The objectives of this project are:

• To identify potential contamination (soil and groundwater) within each AEC which may

require management during the civil works;

• Investigate potential contamination within each AEC to assess health risks to onsite

intrusive workers;

• Develop mitigation and safety management measures for the civil works with regard to

identified contamination; and

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• Provide waste classification for fill materials to be excavated as part of the civil works

programme.

1.3 Scope of Works

To fulfil the project objectives, the investigation methodology aimed to identify the nature and

extent of soil and groundwater contamination (if any) in five nominated AECs (AEC1 – AEC5)

which are to be excavated as part of the Warringah Road upgrade. The soil investigation

included the following:

• Develop a site specific Health and Safety Plan (HSEP);

• Conduct Dial Before You Dig (DBYD) searches for each area;

• Utility clearance at each borehole location;

• Excavation of boreholes as follows:

– AEC1 – excavation of 6 boreholes to a maximum depth of 1.6 mbgl;



– AEC4 – excavation of 14 boreholes to a maximum depth of 2.0 mbgl; and

– AEC5 – excavation of 4 boreholes to a maximum depth of 1.6 mbgl.

• Laboratory analysis of soil samples for chemicals of potential concern (COPCs), as

detailed in Section 3.1;

• Submitting selected soil samples for laboratory analysis for toxicity characteristic leaching

procedure (TCLP) analysis to confirm waste classification;

• Undertake groundwater sampling using HydraSleeve techniques to provide baseline

conditions and to assess if there is a requirement for management or remedial measures

during excavation / construction;

• Measurement of groundwater parameters, including pH, electrical conductivity (EC),

redox potential (Eh), dissolved oxygen (DO) and temperature;

• Laboratory analysis of groundwater samples for COPCs, as detailed in Section 3.1;

• Tabulation and validation of laboratory results (presented in Table 1 to Table 15

Attached);

• Assess groundwater monitoring data for potential vapour intrusion management to

confirm the sites suitability under the proposed new grade separation;

• Assess risks associated with worker safety, and management of the works;

• Develop risk mitigations and safety measures with regard to identified contamination (if

any) to enable civil works to be conducted in a safe manner;

• Preparation of a Phase 2 Environmental Site Assessment (ESA) Report; and

• Provide waste pre-classification where excavation works are proposed for subsequent

offsite disposal.

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During all stages of investigation quality assurance and quality control (QA/QC) samples were

collected including trip blanks, field blanks, rinsate blanks and inter/intra laboratory duplicates.

Inter laboratory duplicates were collected at a rate of 1 in 10 primary samples and intra

laboratory duplicates were collected at a rate of 1 in 20 primary samples.


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2 METHODOLOGY

2.1 Data Quality Objectives

The Data Quality Objectives (DQOs) steps for these works are described in Table 3-1 below.

Table 2-1 Data Quality Objectives

DQO Process Details of Process

1. State the Problem During a Phase 1 Contamination Assessment (SMEC 2014) of the

Northern Beaches Hospital Road Connectivity and Network

Enhancement Project, it was identified that several areas along

Warringah Road, within the footprint of the proposed road widening,

contained fill materials which could be potentially contaminated, or where

the current or former land use may have resulted in soil and groundwater

contamination.

2. Identify the Goals of

the Investigation

The principal study questions that arise from Step 1 are:

• What is the nature and extent of impact to soil in the investigation

areas?; and

• What is the nature and extent of impact to groundwater in the

investigation areas?

3. Identify the

Information Inputs

The primary inputs required include:

• Results of chemical analysis of soil;

• Results of chemical analysis of groundwater; and

• Classification of soil materials for offsite disposal.

4. Define the Study

Boundaries

The spatial boundaries are limited to:

• Lateral – the boundaries of each area are shown on Figure 2 and

Figures 3a to 3c; and

• Vertical - for soils from current ground level to a maximum depth of

2.0 mbgl. For local groundwater system from a depth of 0.6 mbgl to

5.0 mbgl.

5. Develop an Analytical

Approach

The decision rules for the investigation are:

• If the concentrations of contaminants in the soil or groundwater data

exceed the ILs, then the contaminants may be considered for

inclusion in a Quantitative Risk Assessment (QRA) to assess human

health risk; and

• If concentrations of contaminants in soil or groundwater exceed the

adopted QRA criteria then further assessment may be required.

Decision criteria for quality assurance quality control (QA/QC) measures

are defined in Section 5. A decision on the acceptance of the analytical

data will be made on the basis of the data quality indicators (DQI) in the

context of the precision, accuracy, representativeness, completeness

and comparability (PARCC) parameters as follows.

• Precision: A quantitative measure of the variability (or reproducibility)

of data;

• Accuracy: A quantitative measure of the closeness of reported data

to the “true” value;

• Representativeness: The confidence (expressed qualitatively) that

data are representative of each media present on site;

• Completeness: A measure of the amount of useable data from a

data collection activity; and

• Comparability: The confidence (expressed qualitatively) that data

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DQO Process Details of Process

may be considered to be equivalent for each sampling and analytical

event.

6. Specify Limits on

Decision Errors

Specific limits for this project are in accordance with the appropriate

guidance made or endorsed by the NSW EPA, appropriate indicators of

data quality, and standard procedures for field sampling and handling.

The step also examines the certainty of conclusive statements based on

the available site data collected. This should include the following points

to quantify tolerable limits:

• A decision can be made based on a probability that 95% of the data

will satisfy the given criteria. This follows the guidance given in the

NSW EPA (1994 & 1995) guidelines for comparing 95% Upper

Confidence Limits (UCL) to the relevant site criteria for a specific

population of samples. Therefore a limit on the decision error will be

5% that a conclusive statement may be incorrect.

7. Optimise the Design Based on the previous Steps 1 to 6 of the DQO process, the design for

obtaining the required data (i.e. proposed field and laboratory programs)

is presented in Sections 2.2 to 2.4.

2.2 Investigation Outline

To fulfil the project objectives listed in Section 1.2, URS conducted an investigation to:

• Identify the nature and extent of soil and groundwater contamination (if any) in five

nominated AECs which are to be excavated as part of the Warringah Road upgrade;

• Undertake groundwater sampling to provide baseline conditions and to assess if there is

a requirement for management or remedial measures during construction;

• Assess groundwater monitoring data for potential vapour intrusion management to

confirm the sites suitability under the proposed new grade separation;

• Assess risks associated with worker safety, and management of the works;

• Develop risk mitigations and safety measures with regard to identified contamination (if

any) to enable civil works to be conducted in a safe manner; and

• Provide waste pre-classification where excavation works are proposed for subsequent

offsite disposal.

2.3 Soil Investigation Methodology

The scope and method of the soil investigation is outlines in Table 3-1 below. The locations of

the soil bores are presented on Figure 3a to Figure 3c.

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Table 2-2 Soil Investigation Methodology Summary

Activity/Item Details

Date of Field Activities 24th

to 27th February 2015

Service Location A search of DBYD records was undertaken and underground utility clearance was completed by Hunter Smith on 24

th February 2015 prior to

intrusive works commencing.

Drilling

Matrix Drilling Pty Ltd used non-destructive digging (NDD) techniques (hand augering) to a maximum depth of 1.2 mbgl in AEC2 and to 2.0 mbgl in AEC1,and AEC3-AEC5, in accordance with URS’ safe drilling protocols.

Boreholes in AEC2 were drilled with using pushtube and solid stem auger techniques to effectively penetrate the weathered sandstone.

Bores Drilled and

Target Depth

A total of 68 soil bores were completed in all 5 areas with total depths

ranging as below;

• AEC1 – 6 bores with depths ranging between 0.9 – 1.6 mbgl.

• AEC2 – 30 bores, all achieving the target depth of 2.0 mbgl.




Soil Logging

Soil and rock type classifications and descriptions are based on Unified Soil Classification System (USCS) and on Australian Standard (AS4482.1-2005), Guide to the Sampling and Investigation of Potentially Contaminated Soil, Part 1: Non-volatile and semi-volatile compounds.

Soil descriptions for the lithology encountered during drilling are presented in the bore logs in Appendix A.

Soil Sampling

Soil grab samples were collected during NDD directly from the hand auger and from the drilling rig when used in AEC2.

All samples were placed in clean, laboratory-supplied acid-washed, solvent-rinsed glass jars.

Soil Screening Soil samples were screened for the potential presence of VOCs using a photo-ionisation detector (PID), which was calibrated daily to a known concentration (100 parts per million (ppm)) of isobutylene calibration gas.

Soil Sample Analysis Primary samples were sent to ALS Environmental (ALS) and inter-laboratory duplicates were sent to Eurofins MGT (Eurofins). Summaries of the soil sampling and analysis are shown in Table 3-2.

Sample Preservation Samples were stored on ice in an ice chest whilst onsite and in transit to the laboratory. All samples were submitted and analysed within the required holding period.

Decontamination Procedures

The drilling equipment was decontaminated between sampling locations by dry brushing.

Disposal of Soil Cuttings

Soil cuttings were used for backfill of the boreholes.

A summary of soil sample analysis conducted is provided in Table 2-3, following.

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Table 2-3 Soil Investigation Summary

Location Approximate Area

(m2)

Max. Depth of

Soil Sampling

Locations

Estimated

Volume of

Spoil (m3)

No. Soil

Sampling

Locations

Total No.

Soil

Samples

Soil Sampling

Density

(m3 / sample)

Soil

Analytes

Soil Leachable

Concentration

(TCLP) Analytes

AEC 1 - Potential fill area located at the north-west corner of the Warringah Road and Forest Way intersection

1,000 1.6 mbgl 2,000 6 Locations 12

166.7

8 Metals

PAHs

TPH/TRH/BTEX

PCB/OCP/OPP

Asbestos

6 Metals

Benzo(a)pyrene

(3 samples)

AEC 2 - Potential fill area on the southern side of Warringah Road, from about Fitzpatrick Avenue East to Hilmer Street

20,000 2 mbgl 60,000 30 Locations 90

666.7 6 Metals

Benzo(a)pyrene

(21 samples)

AEC 3 - Potential fill area on the southern side of Warringah Road about 100 metres east of the intersection with Wakehurst Parkway to 450 metres east of the intersection

5,000 2 mbgl 10,000 13 Locations 26

384.6 6 Metals

Benzo(a)pyrene

(6 samples)

AEC 4 - Former brickworks 6,000 2 mbgl 12,000 14 locations 29

400.0 6 Metals

Benzo(a)pyrene

(7 samples)

AEC 5 - 7 Eleven Service Station 2,400 1.6 mbgl 4,800 4 locations (road verge

only) 8

600.0 8 Metals

PAHs

TPH/TRH

BTEX

6 Metals

Benzo(a)pyrene

(3 samples)

TOTAL PRIMARY SAMPLES 165 165 40

QA/QC SAMPLES 27

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2.4 Groundwater Investigation Methodology

Table 2-4 Groundwater Investigation Methodology Summary

Activity/Item Details

Date of Field Activities 2nd

and 5th March 2015.

Survey URS undertook a survey of monitoring wells sampled using the Trimble Juno surveying global positioning system (GPS) during the groundwater monitoring event.

Gauging

All monitoring wells were gauged for depth to groundwater and the potential presence of LNAPL using an oil / water interface probe. Well gauging information is presented in Table 11 (attached) however not all gauged wells were subsequently sampled.

Purging and groundwater sampling

Purging was not required as hydrasleeves were used for sampling.

Sampling of the monitoring wells was undertaken on 2nd March 2015.

Water quality parameters are presented in Table 2 (attached).

Groundwater Sample Analysis

Primary samples were sent to ALS Environmental (ALS) and inter-laboratory duplicates were sent to Eurofins MGT (Eurofins). Summaries of the groundwater sampling and analysis are shown in Table 3-4.

Sample Preservation

Sample containers were supplied by the laboratory and contained appropriate preservatives. Sample containers were tightly capped, then placed into a secure, ice-filled chest onsite. Each sample was labelled with a unique identifier consisting of the sample location and sampling date. The samples were then transported to the laboratory under URS chain-of-custody (COC) protocols.

Equipment Calibration Monitoring well head VOC readings were taken using a PID that was calibrated daily to a known concentration of iso-butylene calibration gas. PID and LEL calibration are attached in Appendix B.

Decontamination Procedure

Decontamination was not required on most sampling equipment as it was dedicated to each individual monitoring well. The pump cylinder, interface probe and water quality meter probes were washed in a solution of potable water and a phosphate free detergent (Decon-90) and then rinsed with potable water between measurements.

Disposal of Purged Groundwater

As hydrasleeve techniques were used for sampling, there was no purged water requiring disposal.

2.4.1 Groundwater Sample Analysis

Table 2-5 Groundwater Investigation Summary


(m2)

Total No.

Groundwater Samples

Groundwater Analytes

AEC 1 1,000 - Metals

PAHs

TPH/TRH

BTEX

PCB

OCP/OPP

AEC 2 20,000 1

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(m2)

Total No.

Groundwater Samples

Groundwater Analytes

AEC 3 5,000 1

AEC 4 6,000 2

AEC 5 2,400 1 (1 well not sampled) Metals

PAHs

TPH/TRH

BTEX

TOTAL

PRIMARY

SAMPLES

5

QA/QC

SAMPLES

2

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3 ADOPTED INVESTIGATION LEVELS

3.1 Chemicals of Potential Concern (COPC)

The contaminants of potential concern (COPC) most likely to occur within fill materials

described in the SMEC (2014) Phase 1 report are:

• Light and heavy fraction petroleum hydrocarbons;

• Benzene, toluene, ethylbenzene, xylenes and naphthalene;

• Polycyclic aromatic hydrocarbons;

• Organochlorine and organophosphorous pesticides;

• Polychlorinated biphenyls;

• Heavy metals; and

• Asbestos.

3.2 Adopted Investigation Levels

3.2.1 Soil Investigation Levels

Site Investigation Levels (ILs) can be selected from a number of guidelines and technical

documents either written or endorsed by national or NSW based regulators. Selection of ILs is

dependent on a number of scenarios and the relevance of the guideline. This section provides

information on the relevant guidelines that may be applicable to each AEC that make up the

site. The application of these investigation levels and screening levels is subject to a range of

limitations and their selection and use must be in the context of a conceptual site model (CSM)

relating to the nature and distribution of impacts and potential exposure pathways. A summary

of the soil investigation levels, presented in the amended ASC NEPM, and adopted for the

Tier 1 assessment presented in this report is provided in Section 7. Each relevant guideline is

discussed further below and the adopted screening criteria are presented on the summary

Tables 6 to 10 (attached).

The ILs have been selected to address incidental exposure to the general public and

construction workers undertaking routine activities at the site. It is noted that the selected ILs

do not address risks associated with construction work in a confined space environment.

These specific worker safety risks are discussed in Section 7.

Due to the project objectives, it should be noted that assessment criteria relating to protection

of environmental receptors from soil impacts has not been considered during this

investigation.

3.2.1.1 NEPM 2013 Health Based Investigation Levels (HILs)

The Amended Assessment of Site Contamination (ASC) National Environment Protection

Measure (NEPM) (NEPC, 2013) HILs provide a framework for investigation and screening

levels. The framework is applicable for assessing human health risk via all relevant pathways

of exposure and covers a broad range of metals and organic substances. Different levels are

provided for a variety of exposure settings.

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13

3.2.1.2 NEPM 2013 Health Screening Levels (HSLs)

The NEPM HILs do not provide criteria for petroleum hydrocarbon chemicals, therefore the

HSLs were developed and form part of the Amended NEPM ASC (NEPC, 2013). The HSLs

are designed to be protective of human health by determining the reasonable maximum

exposure from site sources for a range petroleum compounds and fractions commonly

encountered on contaminated sites and are applicable to assessing human health risk via

vapour intrusion and the inhalation pathway. The HSLs used in this report have not been

adjusted for site specific parameters such as moisture content for this phase of work. It is

noted that these HSLs are available for various depth profiles and predominant lithology

(sand, silt and clay).

3.2.1.3 NEPM 2013 Asbestos Criteria

The Amended NEPM (NEPC, 2013) asbestos guidelines have been developed for managing

land use impacts associated with asbestos and are applicable for assessing risk to human

health. The guideline has been derived from the Western Australian Department of Health

(WA DoH 2009) guidance. The guidance covers bonded Asbestos Containing Material

(bonded ACM), Fibrous Asbestos (FA) and Asbestos Fines (AF).

3.2.1.4 CRC CARE 2011 Soil HSLs for Direct Contact

The CRC CARE Soil HSLs for direct contact have been developed for exposure through

dermal contact, incidental oral ingestion and dust inhalation and then combined as a single

HSL for direct contact with soil.

3.2.1.5 Waste Classification

The NSW EPA (2014) Waste Classification Guidelines were adopted in order to give the soils

on site a preliminary waste classification. Classifying wastes into groups that pose similar risks

to the environment and human health facilitates their management and appropriate disposal.

Six waste classes are applied under the Waste Classification Guidelines, as follows:

1. Special Waste;

2. Liquid Waste;

3. Hazardous Waste;

4. Restricted Solid Waste;

5. General Solid Waste (putrescible); and

6. General Solid Waste (non-putrescible).

3.2.2 Groundwater Investigation Levels

URS considers the relevant adopted groundwater ILs should be sourced from the Amended

ASC NEPM (NEPC, 2013).

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14

3.2.2.1 NEPM 2013 Health Screening Levels (HSLs)

The Amended NEPM (NEPC, 2013) HSLs have been derived for groundwater in relation to

petroleum hydrocarbons; TRH fractions and BTEXN. The approach taken in the development

of the HSLs has sought to set a reasonable maximum exposure that corresponds to common

scenarios encountered with petroleum based contamination. The HSLs consider the potential

risk to human health via the inhalation pathway only.

3.2.2.2 NEPM 2013 Drinking Water Guidelines

The Amended NEPM (NEPC, 2013) drinking water guidelines have been derived from the

National Health and Medical Research Council (NHMRC) and Natural Resource Management

Ministerial Council (NRMMC), National Water Quality Management Strategy, Australian

Drinking Water Guidelines (ADWG) 2011, which provides threshold levels for potable water

resources.

3.2.2.3 NEPM 2013 Water Quality Guidelines

The Amended NEPM (NEPC, 2013) water quality guidelines have been derived from the

Australian and New Zealand Environment Conservation Council and the Agriculture and

Resource Management Council of Australia and New Zealand (ANZECC/ARMCANZ) Water

Quality Guidelines (ANZECC 2000 Guidelines) which provide trigger values for organic and

inorganic chemicals for the protection of marine and aquatic ecosystems. ANZECC (2000)

guidelines are also part of a screening requirement legislated in the Guidelines on the Duty to

Report Contamination under the Contaminated Land Management Act 1997.

3.2.3 Adopted Soil and Groundwater ILs

The adopted soil and groundwater investigation levels for site assessment have been

summarised below in Table 3-1.

Table 3-1 Adopted Soil and Groundwater ILs

Environmental

Media

Adopted IL Rationale

Soil Amended ASC NEPM (NEPC, 2013),

Recreational ‘C’

Commercial / Industrial ‘D’

URS has adopted the health-based investigation levels (HILs) contained in Schedule B1 of the National Environmental Protection (Assessment of Site Contamination) Measure 1999 (as amended 2013) for recreational (open space) land use and for commercial / industrial onsite use to reflect the potential exposure pathways for onsite intrusive workers.

Amended ASC NEPM (NEPC, 2013),

HSL C Sand & HSL D Sand

The ASC NEPM (2013) provides criteria for volatile petroleum hydrocarbons in soil which have been derived through consideration of risks to human health, with the main focus being on the vapour exposure pathway. The vapour screening criteria for recreational/public open space (HSL-C) and commercial/industrial land-use (HSL-D) have been adopted for soil results collected from across each of the AECs to cover incidental exposure to members of the public and occupational exposure to onsite intrusive workers. Where a contaminant is ‘non-limiting’ (i.e. where soil bore water cannot dissolve any more of an individual chemical), URS has adopted the maximum – or saturation – concentration as the soil investigation criteria. This is an

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15

Environmental

Media

Adopted IL Rationale

approach previously adopted by URS and endorsed by NSW EPA accredited site auditors.

Due to the sand overlaying the majority of the AECs that make up the site, all samples were assessed against ‘sand’ HSL (see Section 4.1.1) for the appropriate depth.

Amended ASC NEPM (NEPC, 2013),

Presence / Absence

Due to the potential health risks posed by asbestos to intrusive workers and the general public, asbestos presence / absence was used as the Tier 1 screening tool for soil assessment during this investigation.

CRC CARE 2011 Soil HSLs for Direct Contact

The direct contact HSLs were used to assess the soil samples. The HSL for direct contact were selected to protect the intrusive workers likely to be exposed to soils within the investigation area in the near future.

Water ADWG (NHMRC, 2011)

These guidelines provide DWGs as a concentration or measure of a water quality characteristic that, based on present knowledge, does not result in any significant risk to the health of the consumer over a lifetime of consumption. These guidelines will be used in this investigation to satisfy the Duty to Report requirements contained in the NSW Contaminated Land Management Act 1997.

NEPM Groundwater HSLs for vapour intrusion

No volatile compounds were reported above the laboratory limit of reporting, thus they were below the screening criteria for vapour intrusion HSLs.

Protection of Aquatic Ecosystems – Marine water 95% Level of Protection (ANZECC, 2000)

The nearest surface water body to the site is an unnamed creek, located approximately 900 m south of the site which flows into Bantry Bay. Since Bantry Bay is brackish/marine waters, the guidelines for marine water aquatic ecosystems with 95% level of protection were used.


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4 RESULTS

4.1 Environmental Setting

Key site features for each AEC are presented on the attached site layout plans (Figure 2 to

Figure 3c) and are summarised in Table 2-1 to Table 2-5 below.

Table 4-1 Site Features – AEC1

General Land Use of the Area Infrastructure

Topography The area is flat.

Surface Observations and Coverings The area was covered in grass and gravel. A pedestrian overpass that crosses Warringah Road is also present.

Location of Fences and Retaining Walls

The area is unfenced and not retained.

Nearest Natural Watercourse/ Water Features

The nearest surface water receptor is unnamed creek located approximately 900 m south of the site which flows into Bantry Bay, situated approximately 2 km south of the area.

Nearby Sensitive Land Uses Nearby sensitive land uses include the natural watercourses described above, a school directly to the east and west of the area and residential properties surrounding the area.


General Land Use of the Area Public Recreation

Topography The area is relatively flat in most parts. Some sections fall to the north west towards the adjacent Warringah Road.

Surface Observations and Coverings The area was covered in grass and vegetation with a footpath running the length of the area.


Fencing is present along the eastern/southern boundary of the area, separating the residential properties from the area.

The slope of the site toward to the north provides a retaining structure for Warringah Road located adjacent to the area.


The nearest surface water receptor is unnamed creek located approximately 900 m south of the site which flows into Bantry Bay, situated approximately 2 km south of the area.

Nearby Sensitive Land Uses Nearby sensitive land uses include the natural watercourses described above, a school to the north of the area and residential properties bordering the area.



Topography The area generally slopes to the south away from the adjacent Warringah Road and toward Innovation Park.

Surface Observations and Coverings The area has been landscaped with grass coverings and trees.


The site is unfenced. The slope of the site toward to the south provides a retaining structure for the industrial park located adjacent to the area.

Nearest Natural Watercourse/ Water The nearest surface water receptor is Manly Creek located

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Features approximately 900 m south of the area.

Nearby Sensitive Land Uses Nearby sensitive land uses include the natural watercourses described above and residential properties surrounding the area.



Topography The area appears to have been previously excavated with the area generally sloping to the centre of AEC4.

Surface Observations and Coverings The area was highly vegetated throughout with grass and a playground on the western side.


A section of fencing is present around the playground in the western portion of the site. The remainder of the site is unfenced.


The nearest surface water receptor is Manly Creek located approximately 900 m south of the area.



General Land Use of the Area Neighbourhood Centre

Zoning: Light Industrial / Commercial (Warringah City Council Local Environment Plan, 2000)

Title Identification: Lot 1, Deposited Plan (DP) 805245

Topography The area is flat and falls slightly to the east.

Surface Observations and Coverings The area was covered in grass.


A section of fencing is present along the eastern section separating the 7Eleven area from the public footpath. The remainder of the site is unfenced.


The nearest surface water receptor is Manly Creek located approximately 900 m south of the area.


4.2 Soil

4.2.1 Site Geology

The general site geology encountered during the soil investigation a maximum depth of 2.0

mbgl is presented in Table 5-1 to Table 5-5. Borehole logs from this investigation are

presented in Appendix A.

Table 4-6 AEC1 Site Geology

Depth General Description

0 to 0.4 mbgl (maximum) Fill consisting of Silty SAND, fine to coarse grained, brown, dark brown, some fine to coarse subrounded gravel, roots and organic matter.

0.2 to 1.6 mbgl (extent of drilling)

Sandy CLAY: low to high plasticity, brown, orange brown, reddish brown, fine to medium sand, some fine to coarse sandstone gravel.

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0 to 0.3 mbgl (maximum) Grass overlay Topsoil and fill consisting of Silty SAND, fine to coarse grained, some gravel, some roots and organic matter.

0 to 1.0 mbgl (maximum) Fill consisting of Gravelly Clayey SAND, fine to coarse grained, dark brown, reddish brown, poorly sorted, fine to coarse gravel, some roots and organic matter, trace of silt.

0.0 to 1.5 mbgl (maximum) Fill consisting of Sandy CLAY, low plasticity, reddish brown, orange brown, fine to coarse sand, trace of fine to coarse gravel, moist, firm to very stiff.

0.2 to 2.0 mbgl (maximum extent borehole)

CLAY/Sandy CLAY: low to medium plasticity, grey brown, reddish brown, brown, creamy brown, fine to medium sand, some fine to coarse gravel, some ironstone.


SANDSTONE: fine to medium grained, creamy brown, white, some clay.



0 to 0.1 mbgl (maximum)

Grass overlay Topsoil and fill consisting of Silty SAND, fine to medium grained, dark brown, dark grey brown, trace of gravels, roots and organic matter

0 to 1.0 mbgl (maximum) Fill consisting of Sandy CLAY, low to medium plasticity, brown, orange brown, fine to medium sand, some fine to coarse gravel, roots and organic matter, dry, stiff.


Sandy CLAY: medium to high plasticity, brown, orange brown, fine to medium sand, trace of gravel.


SANDSTONE: fine to medium grained, light grey, grey, white, mottled brown, some clay, hard.




Grass overlay Fill consisting of Silty SAND, fine to coarse grained, dark brown, dark grey, grey, some fine to coarse gravel, some roots and organic matter.

0.4 to 1.6 mbgl (maximum) Sandy to medium CLAY: low to high plasticity, grey, creamy brown, light brown, fine to medium sand, some fine to coarse gravel.


SANDSTONE: fine to medium grained, white, creamy brown.




Grass overlay Topsoil/ fill consisting of Silty Clayey SAND: fine to medium grained, dark grey, black, well sorted, some fine to coarse rounded to angular gravel, roots and organic matter, some building rubble.

0.1 to 0.7 mbgl (maximum) Fill consisting of Sandy CLAY: low to medium plasticity, light brown, grey brown, fine to medium sand, some fine to medium rounded to angular gravel, roots and organic matter, some building rubble.


CLAY: medium to high plasticity, light brown, brown, grey brown, grey, some fine to medium sand, trace of fine to coarse rounded to angular sandstone gravel. Refusal in ironstone.

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4.2.2 Field Observations

AEC1 to AEC4

Field observations made during the soil investigation in AEC1 indicated the following:

• Field screening of soil samples with a PID indicated all samples had results of 0 ppm.

• No staining was noted in the soil.

AEC5

Field observations made during the soil investigation in AEC5 indicated the following:

• Field screening of soil samples with a PID was carried out; low to mid-level detections

between 0 and 87.2 ppm were detected in AEC5_2 with the highest reading detected at

1.0 mbgl within the sandy clay material.

• Hydrocarbon odour was detected in AEC5_2 from 0.7 mbgl to the total depth, 1.3 mbgl.

• A hydrocarbon sheen was noted in AEC5_2 at 1.0 mbgl.

4.2.3 Soil Analytical Results

4.2.3.1 Adopted Investigation Levels (ILs) Exceedances

A comparison of the soil analytical results against the adopted ILs are presented in Tables 6

to Table 10 (Attached) and a summary of soil concentrations reported above the adopted ILs

is presented in Table 4-6 below.

Table 4-11 Soil Results Summary (exceeding adopted ILs)

Constituent Area Sample HIL *

(mg/kg)

Concentration

(mg/kg)

Lead AEC4

AEC4_2_0.1-0.2

600

1470

AEC4_2_0.1-0.2 823

AEC5 AEC5_4_0.1-0.2 693

* NEPM 2013 – Based on recreational ‘C’ land use and most conservative between coarse and fine soils

Analytical results of the field quality control samples for the soil sampling are summarised in

Tables 14 and Table 15. Laboratory reports, laboratory QC reports and COC documentation

are presented in Appendix C.

4.2.3.2 Waste Classification

The analytical results were compared against Guidelines obtained from the NSW

Environmental Protection Agency (EPA), Waste Classification Guidelines, Part 1: Classifying

Waste (2014). The waste classification results are presented in Tables 1 to 5 (attached) and

laboratory reports are included in Appendix C. The results for each area are summarised

below and in Table 4-7 below.

43218517/1/0 21

Table 4-12 Waste Classification Summary for AEC1 to AEC5

1. Area of

Environmental

Concern (AEC)

2. AEC Waste

Classification

3. Exceptions to Column 2

AEC1 General Solid Waste,

Non Putrescible

-


Non Putrescible

Soil material proximal to AEC2_26, to a depth of 0.3 mbgl:

Special Waste – Asbestos Waste


Non Putrescible

-


Non Putrescible

Soil material proximal to AEC4_2, to a depth of 0.6 mbgl:

Special Waste – Asbestos Waste


Non Putrescible

-

4.3 Groundwater

4.3.1 Site Hydrogeology

Site hydrogeology is summarised in Table 4-8 below. Groundwater gauging data is presented

in Table 11 (attached) and groundwater water quality parameters are presented in Table 12

(attached).

Table 4-13 Hydrogeological Information

Item Details

Depth to groundwater

The depth to groundwater was measured in the range 0.649 metres below top of casing (mBTOC) in well MW_AEC5_2 to 4.130 mBTOC in well MW_AEC2, however MW_AEC5_2 is most likely intercepting a perched water layer.

Occurrence of Light Non-Aqueous Phase Liquid (LNAPL)

2 mm of LNAPL observed in monitoring well AEC5_2.

Groundwater Quality

(Field Parameters)

Field parameters measured ex-situ during groundwater sampling are presented in Table 2 attached. In summary the results from the March 2015 monitoring included:

• Total dissolved solids (TDS1) varied from 132.42 mg/L (MW_AEC3) to

522.72 mg/L (MW_AEC4_2)

• Redox potential (Eh2) varied from 259.10 mV (MW_AEC4_1) to 830 mV

(MW_AEC2)

• pH varied from 4.09 (MW_AEC4_2) to 5.74 (MW_AEC2)

• Dissolved oxygen (DO) varied from 0.32 ppm (MW_AEC4_2) to 1.69 ppm (MW_AEC3)

• Temperature varied from 19.79°C (MW_AEC2) to 21.41°C (MW_AEC4_1)

The field chemistry measurements were variable showing that at the time of this investigation, groundwater was generally slightly acidic, fresh, ranging from mild to moderately reducing to oxidising conditions and poorly oxygenated conditions.

Notes:

1 TDS –TDS calculated from electrical conductivity x 0.6

2 Eh – Redox Potential measured with a Ag/AgCl sensor electrode (Er) at approximately 20°C and converted to Eh by Eh = Er + 206 mV.

43218517/1/0 22

4.3.2 Field Observations

Field observations made during this groundwater monitoring event indicated the following:

• PID measurements at well heads were 0.0 ppm in all wells.

• A hydrocarbon odour was noted in AEC5_2 however, LEL and PID readings did not

indicate the presence of volatile vapours.

• AEC5_2 was gauged but not sampled due to 2 mm of LNAPL present in the well.

4.3.3 Groundwater Analytical Results

Groundwater analytical results are presented in Table 13 (Attached) and are summarised in

the Table 4-9 below. Groundwater results for individual monitoring wells are also presented in

Figure 4. Laboratory reports are included in Appendix C.

Table 4-14 Groundwater Results Summary (exceeding adopted ILs)

COPC Area Sample ANZECC 2000 Marine Water 95%*

(mg/L)

NHMRC 2011**

(mg/L)

Concentration (mg/L)

Arsenic

AEC3 MW_AEC3

N/A 0.01

0.011

AEC4

MW_AEC4_1 0.016

MW_AEC4_2

(QC200) 0.017

Cadmium AEC3 MW_AEC3 0.0007 0.002 0.0017

Chromium

AEC2 MW_AEC2

0.0044 0.002

0.004

AEC3 MW_AEC3 0.056

AEC4

MW_AEC4_1 0.003

MW_AEC4_2

(QC200) 0.032

Copper

AEC2 MW_AEC2

0.0013 2

0.010

AEC3 MW_AEC3 0.147

AEC4

MW_AEC4_1 0.007

MW_AEC4_2

(QC200) 0.047

AEC5 MW_AEC5_1 0.006

Lead

AEC2 MW_AEC2

0.0044 0.01

0.005

AEC3 MW_AEC3 0.060

AEC4 MW_AEC4_2

(QC200) 0.026


Nickel

AEC3 MW_AEC3

0.007 0.02

0.042



Zinc AEC2 MW_AEC2 0.015 N/A 0.033

43218517/1/0 23

COPC Area Sample ANZECC 2000 Marine Water 95%*

(mg/L)

NHMRC 2011**

(mg/L)

Concentration (mg/L)

AEC3 MW_AEC3 0.431

AEC4

MW_AEC4_1 0.160

MW_AEC4_2

(QC200) 0.110


* ANZECC 2000 Marine Water 95%– Australian and New Zealand Environment Conservation Council (ANZECC), 2000, Australian and New Zealand Guidelines for Fresh and Marine Water Quality. Protection of Aquatic Ecosystems Marine Water 95% Level of Protection.

** NHMRC 2011– National Health and Medical Research Council (NHMRC), 2011, Australian Drinking Water

Guidelines based on health considerations.


43218517/1/0 25

5 QUALITY OF ANALYTICAL DATA

Analytical data validation is the process of assessing whether the data is compliant with

method requirements and project specifications. The objective of this process is to ensure that

data of known quality are reported and to identify if it can be used to fulfil the overall project

objectives.

The data validation guidelines adopted are based upon the following guidance documents,

which include published United States Environmental Protection Agency (USEPA) guidelines:

• USEPA Contract Laboratory Program National Functional Guidelines for Inorganic Data

Review (EPA 540-R-10-011, dated January 2010);

• USEPA Contract Laboratory Program National Functional Guidelines for Organic Data

Review (EPA 540/R-99/008, dated June 2008); and

• NEPM (1999), National Environment Protection (Assessment of Site Contamination)

Measure (NEPM), Guideline on Investigation Levels for Soil and Groundwater.

The process involves the checking of analytical procedure compliance and the assessment of

the accuracy and precision of analytical data from a range of quality control measurements,

generated from both field sampling and analytical programs.

Specific elements that have been checked and assessed for this project include:

• preservation and storage of samples upon collection and during transport to the

laboratory;

• holding times;

• use of appropriate analytical procedures;

• required LOR;

• frequency of conducting quality control measurements;

• laboratory blanks;

• field duplicates (intra-laboratory duplicates);

• Field triplicates (inter-laboratory duplicates)

• laboratory duplicates;

• matrix spike/matrix spike duplicates (MS/MSDs);

• surrogates (or System Monitoring Compounds); and

• the occurrence of apparently unusual or anomalous results, e.g. laboratory results that

appear to be inconsistent with field observations or measurements.

Analytical results of URS QA/QC samples are included in Tables 14 and Table 15 (Attached)

The laboratory data validation report is included in Appendix D.

On the basis of the analytical data validation procedure employed, the overall quality of the

analytical data produced is considered to be of an acceptable standard for interpretive use.


43218517/1/0 27

6 DISCUSSION

6.1 Nature and Extent of Impacts

6.1.1 Soil

Soil impacts identified during the investigation are characterised as follows:

• Concentrations of lead were recorded as exceeding the adopted soil HIL for recreational

‘C’ land use within areas of AEC4 (location AEC4_2, at 0.1 to 0.2 mbgl and 0.5 to

0.6 mbgl) and AEC5 (location AEC5_4, at 0.1 to 0.2 mbgl), as described in Section 4.1.

Based on borehole logs, attached in Appendix A, the extent of impacted fill at these

locations is considered to extend from surface level to 0.6 mbgl (AEC4_2) and from

surface level to 0.2 mbgl (AEC5_4).

• Fill material containing asbestos was recorded to be present within areas of AEC2

(location AEC2_26, at 0.1 to 0.2 mbgl) and AEC4 (location AEC4_2, at 0.5 to 0.6 mbgl)

as described in Section 4.1. Based on borehole logs, attached in Appendix A, the extent

of impacted fill at these locations is considered to extend from surface level to 0.3 mbgl

(AEC2_26) and from surface level to 0.6 mbgl (AEC4_2).

• Volatile hydrocarbons were reported within AEC5 at location AEC5_2, at 0.7 to 1.3 mbgl,

correlating with observation of a hydrocarbon odour and ‘sheen’ during drilling. The

vertical extent of these hydrocarbon impacts was not ascertained, due to borehole refusal

on material described as ironstone. As these hydrocarbon impacts are likely attributed to

petroleum products associated with the adjacent 7Eleven service station, the depth of

impact is not anticipated to extend significantly beyond the depth to groundwater. The

SWL was recorded at approximately 0.65 mbgl in AEC5 and this is considered to be

representative of localised perched groundwater within the fill layer. Groundwater ingress

was not observed at less than 1.6 mbgl in any of the boreholes in AEC5.

As these depths of impacted soil described above are within the soil profile proposed to be

excavated within these areas as part of the road construction works, no residual risk to users

of these AECs (e.g. members of the public accessing footpaths with adjacent ‘nature strips’) is

anticipated to be present subsequent to excavation works.

Management of the above soil impacts to minimise potential risks to construction workers

during excavation activities is discussed in Section 7.

6.1.2 Groundwater

Groundwater impacts identified during the investigation are characterised as follows:

• Concentrations of cadmium, chromium, copper, lead, nickel and/or zinc in groundwater

were recorded as exceeding the adopted ecological GILs within all AECs, as described in

Section 4.2. Whilst ecological receptors are not anticipated to be present within the

AECs during or subsequent to proposed excavation activities, groundwater (if

encountered) will require management during excavation activities to prevent run-off

towards these downgradient receptors.

• Concentrations of arsenic, chromium, lead and/or nickel in groundwater were recorded as

exceeding the adopted health-based (i.e. drinking water) GILs within all AECs, as

43218517/1/0 28

discussed in Section 4.2. Seepage and/or discharge of groundwater during proposed

excavation activities may present a risk to construction workers exposed to groundwater.

• Light non-aqueous phase liquid (LNAPL) was identified at a thickness of 2 mm in AEC5 in

groundwater monitoring well MW_AEC5_2. Seepage and/or discharge of groundwater

during proposed excavation activities may present a risk to ecological receptors or

construction workers exposed to groundwater.

Management of the above groundwater impacts to minimise potential risks to construction

workers and/or ecological receptors during excavation activities is discussed in Section 7.

6.2 Waste Classification and Management

As described in Section 4.1, in-situ waste classification of soil material proposed to be

excavated within each AEC is summarised above in Table 4-12.:

Based on field observations, summarised in borehole logs attached in Appendix A, and

analytical results presented in Tables 1 to 5, the soil profile at all AECs consists of fill material

(of varying composition and depth), overlying naturally occurring material generally described

as sandy clay or clay, which overlies sandstone at greater depth. This naturally occurring

material (clay, sandy clay and sandstone) is generally considered to be consistent with ‘Virgin

Excavated Natural Material’ (VENM) as described in Part 3 of Schedule 1 of the Protection of

the Environment Operations (POEO) Act 1997, with the following exceptions:

• AEC2_10

• AEC4_5

• AEC4_11

• AEC5_2

• MW_AEC5_2

Soil samples of natural material collected from the above areas, or groundwater collected in

the case of MW_AEC5_2, were recorded to contain COPCs at greater than the laboratory

LOR – or, for metals, greater than background levels – and are considered to preclude the

surrounding material as being consistent with the description of ‘VENM’.

The proposed disposal facility for receiving material classified as waste in this report must be

appropriately licensed under Schedule 1, Section 39; "Waste Disposal (Application to Land)",

of the POEO Act 1997 to receive the specific classifications of waste, as described in

Table 6-1.

Disposal of 'Asbestos Waste', as defined under the POEO Act 1997 and NSW Waste

Classification Guidelines, is required to be managed in accordance with Section 42 of The

Protection of the Environment Operations (Waste) Regulation 2005 in terms of loading,

transport, unloading and disposal.

The Protection of the Environment Operations (POEO) Act 1997 states that if waste is

transported to a facility not lawfully authorised as a waste facility for that waste, the owner,

transporter and receiver of the waste are each guilty of an offence. The owner of waste

includes, in relation to waste that has been transported, the person who was the owner of the

waste immediately before it was transported.

43218517/1/0 29

6.3 Conceptual Site Model (CSM)

This section is a review and update of the CSM provided in the Phase 1 Contamination

Assessment (SMEC, 2014). As specific to this investigation, the CSM has been refined to

focus on the following receptors:

• Offsite ecological receptors

• Onsite construction workers (during proposed excavation works)

• Onsite members of the public (subsequent to excavation works)

The following is an overview of the conceptual site model (Table 6-2 below) has been

completed for the site.

Table 6-1 Conceptual Site Model for AEC1 to AEC5

SITE ASPECT DETAILS

Zoning • AEC1: Low Density Residential (R2) which allows for residential and other sensitive land uses, including child care centres.

• AEC2 to AEC 4: Public Recreation (RE1) which allows for public open space and some sensitive land uses, including child care centres

• AEC 5: Neighbourhood Centre (B1) which allows for retail, business and community uses, and some sensitive land uses, including child care centres

Potential Sources of Contamination

• Potential sources at the 7Eleven Service Station in AEC5:

– Former and current underground fuel storage tanks;

– Former and current fuel lines, dispensers and fuel pumps;

– Former and current oil/water separator;

– Possible impacted soil and groundwater from historical activities on the site, including decommissioned tanks and infrastructure; and

– Spills and leaks from dispensers and fuel lines.

• Potential use of fill materials of unknown origin.

• Contamination from the former brickworks in AEC4.

Geology Regional Geology

The site is underlain by the Triassic Hawkesbury Sandstone formation. The Hawkesbury sandstone consists of massive quartz sandstone, claystone and siltstone with minor shale lenses.

Local Geology

Generally observed to consist of clay soil overlying weathered sandstone bedrock

Depth and Flow of groundwater

• The depth to groundwater was between 0.649 mbgl in AEC5 and 4.13 mbgl in AEC2. The groundwater measured in AEC5 is considered to be intercepting a perched aquifer.

• Previous investigations undertaken by URS (2009) at the 7Eleven Service Station (AEC5) indicated that a perched aquifer at AEC5 was inferred to flow predominantly in a south east direction and groundwater of the deeper aquifer at AEC5 was inferred to flow predominantly south east. Groundwater flow of both the perched aquifer and the deeper aquifer followed local topography which slopes down to the south east from Warringah Road (which follows the local ridge line) to Manly Creek (URS, 2009).

Influences on Groundwater Conditions at the Site

• The elevation of the water table is expected to rise from January to March when the highest average maximum rainfall is encountered at the nearest weather observation station (Macquarie Park, Site ID 066156, www.bom.gov.au), and during or post periods of above average rainfall.

• Potential utility trenches proximal to the site may act as preferential pathways for impacted groundwater.

• Regional maps showed the nearest surface water body to be an unnamed tributary of Bantry Bay located approximately 900 m south of AEC2.

43218517/1/0 30

SITE ASPECT DETAILS

Nature of Soil Impacts

Shallow Impacts (0 - 2 m)

• Lead exceeded the adopted soil HIL for recreational ‘C’ land use at AEC4_2 and AEC5_4.

• Asbestos was recorded to be present at AEC2_26 and AEC4_2.

• The maximum extent of soil impacts was inferred to be 0.6 mbgl at AEC4_2

Deep Impacts (greater than 2 m)

Soil samples were not collected from depths greater than 2 m as underlying natural soils were identified to be generally consistent with VENM as described in Part 3 of Schedule 1 of the POEO Act 1997

Nature of Groundwater Impacts

• Cadmium, chromium, copper, lead, nickel and/or zinc exceeded ecological GILs within all AECs.

• Arsenic, chromium, lead and/or nickel in groundwater exceeded drinking water GILs within all AECs.

• LNAPL was identified at a depth of 0.65 mbgl and a thickness of 2 mm in AEC5 in groundwater monitoring well MW_AEC5_2.

• The LNAPL appears to be unconfined within the shallow fill lithology and overlying clay material present from approximately 0.7 mbgl, based on the geological profile of nearby boreholes AEC5_3 and AEC5_4.

Potential Transport Mechanisms and Exposure Pathways

• Vapour migration and inhalation of contaminants in soil and/or groundwater

• Leaching of soil contaminants to groundwater;

• Lateral migration of hydrocarbons in groundwater;

• Direct dermal contact, inhalation (dust) or ingestion of contaminants in soil.

Potential Receptors

Offsite Ecological

Brisbane Waters.

Onsite Workers

Commercial. Intrusive.

Onsite Members of Public

Persons accessing footpaths / roads.

Complete S>P>R Exposure Pathways

No No No

Potentially Complete S>P>R Exposure Pathways

Yes

Metals in groundwater exceed EILs. Controls must be implemented to prevent discharge to stormwater during construction.

Yes

• LNAPL was identified in groundwater and metals in groundwater exceed drinking water GILs. Controls must be implemented to minimise exposure risks.

• Localised soil containing asbestos was identified at AEC2_26 and AEC4_2. Controls must be implemented to minimise risk of inhalation.

No

• Lead in soil at AEC4_2 and AEC5_4 exceeds recreational HIL, however impacted soil will be removed from the site during excavation activities.

• LNAPL saturated soil proximal to MW_AEC5_2 will be removed from the site during excavation activities.

• Dust generation must be kept to a minimum during construction activities.

S>P>R = Source -> Pathway -> Receptor

URS considers that future intrusive or construction works within the AECs would be undertaken in accordance with responsibilities under relevant Work Health and Safety legislation and relevant industry guidelines. Therefore, intrusive activities would be expected to be carried out under an appropriate site health and safety plan and as such, the potential risk of exposure to contaminants present on this site would be addressed accordingly.



43218517/1/0 33

7 RISK MITIGATION AND SAFETY MANAGEMENT MEASURES

7.1 Risk Management Issues

This section provides summary information on mechanisms whereby exposure to the

potentially impacted soil, dust and/or groundwater could occur (i.e. exposure pathways, as

referenced in Table 6-2). Guidance on precautionary control measures for activities at the site

that have the potential to result in exposure to these materials is provided. It should be noted,

however, that the strategy provides general guidance only and does not constitute a health

and safety plan, job safety analysis, risk assessment, construction management plan or any

other considerations under the Work Health & Safety Act 2011 and Occupational Health and

Safety Regulation 2011.

The day-to-day future activities of the Site following construction for the road upgrade should

not result in exposure of users to potentially contaminated soils. However, disturbing the soil

for the upgrade works will involve risk of exposure to potentially contaminated soils. The

implementation of appropriate precautionary control measures will minimise the potential for

contact with impacted materials during the road upgrade works.

In line with the transport mechanisms detailed in Table 6-2, the potential environmental and

human health risks associated with the impacted soil and groundwater at the site are:

• Inappropriate waste management of excavated impacted materials;

• Exposure to impacted soils and dust;

• Exposure to impacted localised groundwater / perched water;

• Exposure to stormwater surface runoff;

• Exposure to vapours during construction of utility pits etc.; and

• Exposure to asbestos containing materials during excavation works.

7.2 Control Measures



overarching Construction Environment Management Plan (CEMP). In developing the CEMP a

review of environmental effects associated with the proposed construction activities should be

undertaken. The CEMP should provide details on measures to mitigate and/or reduce the risks

associated with these activities. A summary of applicable control measures is included in

Table 7-1 below.

The list of activities / tasks is provided as a guide only and the table is not an exhaustive list of

all potential activities that require management to ensure exposure to COPCs does not occur.

The responsibility for implementing the control measures will be designated to the Principal

Construction Manager.

43218517/1/0 34

Table 7-1 Control Measures

Activity / Task Precautionary Control Measures

Site Setup and Mobilisation of workers to site

Prior to commencement of construction works a precautionary asbestos ‘Emu Pick’ should be undertaken across AEC2 and AEC4. Reference should be made to the relevant WorkCover NSW requirements for asbestos works. If surface asbestos is observed during site set up, additional soil sampling in the area would be prudent and potential waste re-classification may be required

Site Maintenance / Excavation Works

• Prepare overarching Construction Environmental Management Plan (CEMP)

• Prepare Safe Work Method Statement (SWMS).

• Appropriate OH&S measures should be developed and implemented to minimise risk of exposure to contamination.

• The SWMS should include as a minimum the following contamination control measures:

– Employ confined space entry procedures for excavations and utility pits prior to entry.

– Workers wear appropriate PPE (e.g. wear gloves/ eye and respiratory protection). Use of disposable overalls when work occurs in an AEC where asbestos containing material was identified, which should be torn and disposed of appropriately at completion of each work shift. Use of boot wash.

– Workers avoid creating dust (e.g. use of light water sprays, avoid working in hot and windy conditions). Where dust is unavoidable wear respiratory protection.

– Workers do not eat, drink or smoke during works.

– Use of a photo-ionisation detector (PID) and a lower explosive limit (LEL) meter when conducting excavation works in AEC5. The SWMS should establish trigger levels for atmospheric monitoring which dictate upgrade of personal protective equipment and/or requirements to cease work during unsafe conditions.

– Workers wash hands and face immediately after works.

– Brush / wash excavation tools at end of each work shift. Ensure surplus materials returned to stockpile areas and avoid spreading potentially contaminated materials across site.

– Waste materials are managed so as not to generate dusts.

– During excavation works all soil / fill materials should be considered to be potentially contaminated irrespective of visually / olfactory observations.

– All stockpiled soil / fill materials excavated from the site should be bunded and sediment retention measures put in place immediately after the stockpile is formed. Stockpiles should be placed on sealed ground.

– Stockpiled potentially contaminated soil should be sampled and assessed and classified for disposal off-site at an appropriately licensed waste facility by an approved contractor in accordance with the requirements of NSW EPA Waste Guidelines.

– Potentially contaminated groundwater (including groundwater which may potentially infiltrate the stormwater system) encountered during the works should be collected as necessary and assessed and classified for disposal off-site at an appropriately licensed waste facility by an approved contractor in accordance with the requirements of NSW EPA (2014) Waste Guidelines.

– For all intrusive works reference should be made to the relevant WorkCover NSW requirements for asbestos works which may trigger a requirement for air monitoring.

43218517/1/0 35

7.3 Waste Management

As waste soil is managed for offsite disposal, controls as detailed in Table 7-1 should be

implemented prior to disposal. The following characteristics of the waste must also be

determined:

• The form of the waste (the physical state e.g. solid)

• The waste code (e.g. D220 for lead)

• The waste description (e.g. contaminated soil); and

• The Dangerous Goods properties (if applicable).

An EPA on-line tracking system is available to track waste that is transported within NSW or

into NSW from other states or territories.

Waste producers are responsible under the legislation for ensuring that wastes are

transported only after all the necessary documents and checks have been completed. The

management and tracking of waste can, however, be delegated to an ‘authorised agent’. An

authorised agent must be approved by the NSW EPA and the waste producer (RMS) must

have a written agreement with the authorised agent.

A separate transport certificate must accompany each load of waste that is being transported.

A waste transport certificate is a document that includes information about the waste, the

consigner, the transporter and the receiving facility. The NSW EPA on-line waste tracking

system can be used to create a transport certificate.

7.4 Unexpected Finds

It is noted that the control measures listed only apply to activities / tasks undertaken in the

AECs where potential contaminated soils have been identified (Sections 6.1.1 and 6.1.2). No

contamination control measures are required in other areas unless indications of potential

contamination are identified.

Potential chemical contaminations which could be encountered might be indicated by:

• Discoloured soils;

• Odorous soils;

• Potentially asbestos containing sheeting, fragments or insulation materials; or

• The presences of other foreign materials, such as drums, waste or building rubble which

could be a source of contamination.

It is recommended that an Unexpected Finds Protocol (UFP) is considered and incorporated

into the CEMP to address the potential for chemical contamination to be encountered outside

of the identified sections.

The UFP should detail an approach and methodology for the management of any unexpected

contaminated soils encountered during the upgrade. It is suggested that if gross

contamination is identified that works are ceased in the area and a suitably qualified

environmental consultancy is engaged to overview the area in question.


43218517/1/0 37

8 CONCLUSIONS

On the basis of the results of the soil and groundwater investigations at each of the AECs,

URS concludes the following:

8.1 Identification of Potential Contamination

Localised soil and groundwater impacts exceeding the adopted ILs were identified within

shallow fill material during the investigation.

As the depths of impacted soil are within the soil profile proposed to be excavated within these

areas as part of the road construction works, no residual risk to users of these AECs is

anticipated to be present subsequent to excavation works.

8.2 Risks to Onsite Workers

Localised soil and groundwater impacts exceeding the adopted ILs may present a risk to

onsite construction workers.



overarching CEMP.

8.3 Civil Works Risk Mitigation and Management Measures

Disturbing the soil for road upgrade works will involve risk of exposure to impacted soil. The

implementation of appropriate precautionary control measures described in Section 7.2 will

minimise the potential for contact with impacted materials during the road upgrade works

An Unexpected Finds Protocol (UFP) should be incorporated into the CEMP to address the

potential for soil and/or groundwater impacts not characterised in this Phase 2 ESA.

8.4 Soil Waste Classification for Material to be Excavated

Soil material proposed to be excavated within each AEC has been generally classified (in-situ)

as ‘General Solid Waste – Non Putrescible’, with the following exceptions:

• AEC 2 – Soil material proximal to AEC2_26, to a depth of 0.3 mbgl: Special Waste –

Asbestos Waste;

• AEC 4 – Soil material proximal to AEC4_2, to a depth of 0.6 mbgl: Special Waste –

Asbestos Waste.

The soil profile at all AECs consists of fill material (of varying composition and depth),

overlying naturally occurring material generally described as sandy clay or clay, which overlies

sandstone at greater depth. Underlying natural soils were generally identified to be consistent

with VENM with some exceptions as listed in Section 6.2.

As waste soil is managed for offsite disposal, controls as detailed in Table 7-1 should be

implemented prior to disposal

.


43218517/1/0 39

9 REFERENCES

1:2,000,000 Groundwater in New South Wales map, Department of Water Resources, NSW,

1987

ANZECC and ARMCANZ (2000), 95% Freshwater Trigger Values and Low Reliability Trigger

Values, in National Water Quality Management Strategy, “Australian guidelines for the

protection of Aquatic Ecosystems”.

Australian Standard AS4482.1-1997 (1997) Guide to sampling and investigation of potentially

contaminated soil.

CRC CARE (2011), Health Screening Levels for Petroleum Hydrocarbons in Soil and

Groundwater, Technical Report No. 10, 2011.

CRC CARE (2013), Petroleum hydrocarbon vapour intrusion assessment: Australian

guidance, Technical Report no. 23, 2013.

Hills Environment (2014) Environmental Assessment. Geotechnical Investigations, Northern

Beaches Hospital – Connectivity and Network Enhancements. October 2014.

National Environment Protection Council (NEPC) (2013), National Environment Protection (Assessment of Site Contamination) Measure.

NHMRC (2004) Australian Drinking Water Guidelines, by National Health and Medical

Research Council and Natural Resource Ministerial Council, National Water Quality

Management Strategy.

SMEC (2014a), Phase 1 Contamination Assessment: Northern Beaches Hospital Connectivity

and Network Enhancement Project, Frenches Forest NSW. October 2014.

SMEC (2014b), Roads and Maritime Services Northern Beaches Hospital Road Connectivity

and Network Enhancements Project. Environmental Impact Statement, October 2014.

Sydney 1:100,000 Geological Series Sheet 9130 (Department of Mineral Resources, Edition

1, 1983)

Transport Roads and Traffic Authority (2014a). Concept Design Geotechnical Investigation

Report – Northern Beaches Hospital Enabling Roadworks, Frenchs Forest. January 2014.

Transport Roads and Traffic Authority (2014b). Northern Beaches Hospital Enabling

Roadworks, Frenchs Forest. Factual Groundwater Monitoring Report. October 2014.

URS (2009), Annual Groundwater Monitoring Event (May 2009), Mobil Service Station

Frenchs Forest (NO0353), Corner Warringah Road and Hilmer Street, Frenchs Forest, NSW.

Dated 26 August 2009.


43218517/1/0 41

10 LIMITATIONS

This conclusion and all information in this Report is provided strictly in accordance with and

subject to the following limitations and recommendations:

a) This Report has been prepared for the sole benefit of RMS.

b) Except as required by law, no third party may use or rely on, this Report unless otherwise

agreed by URS in writing. Where such agreement is provided, URS will provide a letter of

reliance to the agreed third party in the form required by URS.

c) This Report should be read in full and no excerpts are to be taken as representative of

the findings. No responsibility is accepted by URS for use of any part of this Report in

any other context.

d) This conclusion is based solely on the information and findings contained in this Report.

e) This conclusion is based solely on the scope of work agreed between URS and RMS and

described in section 1.3 ("Scope of Works") of this Report.

f) This Report is dated [insert date] and is based on the conditions encountered during the

site investigations conducted, and information reviewed, from 24/2/15 to 18/3/15, URS

accepts no responsibility for any events arising from any changes in site conditions or in

the information reviewed that have occurred after the completion of the site

investigations.

g) The investigations carried out for the purposes of the Report have been undertaken, and

the Report has been prepared, in accordance with normal prudent practice and by

reference to applicable environmental regulatory authority and industry standards,

guidelines and assessment criteria in existence at the date of this Report.

h) Where this Report indicates that information has been provided to URS by third parties,

URS has made no independent verification of this information except as expressly stated

in the Report. URS assumes no liability for any inaccuracies in or omissions to that

information.

i) URS has tested only for those chemicals specifically referred to in this Report. URS

makes no statement or representation as to the existence (or otherwise) of any other

chemicals.

j) Except as otherwise specifically stated in this Report, URS makes no warranty or

representation as to the presence or otherwise of asbestos and/or asbestos containing

materials (“ACM”) on the site. If fill has been imported on to the site at any time, or if any


such buildings disposed of on the site, the site may contain asbestos or ACM. Without

43218517/1/0 42

limiting the generality of sub-clauses (h) and (m), even if asbestos was tested for and

those test results did not reveal the presence of asbestos at specific points of sampling,

asbestos may still be present at the site if fill has been imported at any time, or if any


such buildings disposed of on the site.

k) [No investigations have been undertaken into any off-site conditions, or whether any

adjoining sites may have been impacted by contamination or other conditions originating

from this site.]

43218517/1/0 43

TABLES











Table 11 – Groundwater Gauging Results

Table 12 - Groundwater Quality Data – Field Parameters

Table 13 - Groundwater Analytical Results

Table 14 - QA/QC Analytical Results - Trip Blanks

Table 15 - QA/QC Analytical Results - Rinsate and Field Blanks


Table 1. Waste Classification Table - AEC1

RMS Northern Beaches Phase 2

URS Job No.43218517

As

be

sto

s D

ete

cte

d

As

be

sto

s T

yp

e

Sa

mp

le W

eig

ht

C6

- C

9 F

rac

tio

n

C1

0 -

C1

4 F

rac

tio

n

C1

5 -

C2

8 F

rac

tio

n

C2

9 -

C3

6 F

rac

tio

n

C1

0 -

C3

6 F

rac

tio

n

Be

nze

ne

To

lue

ne

Eth

ylb

en

ze

ne

m&

p-X

yle

ne

ort

ho

-Xy

len

e

To

tal X

yle

ne

s

Su

m o

f B

TE

X

Na

ph

tha

len

e

Ars

en

ic

Ars

en

ic-L

ea

ch

ate

Ca

dm

ium

Ca

dm

ium

-Le

ac

ha

te

Ch

rom

ium

Ch

rom

ium

-Le

ac

ha

te

Co

pp

er

Le

ad

Le

ad

-Le

ac

ha

te

Nic

ke

l

Nic

ke

l-L

ea

ch

ate

Zin

c

Me

rcu

ry

Me

rcu

ry-L

ea

ch

ate

Mo

de

rate

ly H

arm

ful P

es

tic

ide

s (

tota

l)

Sc

he

du

led

Ch

em

ica

ls

Na

ph

tha

len

e

Ac

en

ap

hth

yle

ne

Ac

en

ap

hth

en

e

Flu

ore

ne

Ph

en

an

thre

ne

An

thra

ce

ne

Flu

ora

nth

en

e

Py

ren

e

Be

nz(a

)an

thra

ce

ne

Ch

rys

en

e

Be

nzo

(b)f

luo

ran

the

ne

Be

nzo

(k)f

luo

ran

the

ne

Be

nzo

(a)p

yre

ne

Be

nzo

(a)

py

ren

e -

Le

ac

ha

te

Ind

en

o(1

.2.3

.cd

)py

ren

e

Dib

en

z(a

.h)a

nth

rac

en

e

Be

nzo

(g.h

.i)p

ery

len

e

Su

m o

f P

AH

s

To

tal P

oly

ch

lori

na

ted

bip

he

ny

ls (

PC

Bs

)

Aro

clo

r 1

01

6

Aro

clo

r 1

26

0

Aro

ch

lor

12

32

Aro

ch

lor

12

42

Aro

ch

lor

12

48

Aro

ch

lor

12

54

-- -- 0.01 10 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 0.1 1 0.05 2 0.1 5 5 0.1 2 0.1 5 0.1 0.0010CalculatedCalculated 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.5 0.5 0.5 0.5 0.5 0.5

-- -- g 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/l mg/kg mg/l mg/kg mg/l mg/kg mg/kg mg/l mg/kg mg/l mg/kg mg/kg mg/l 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 ug/l mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg

650 10000 10 288 600 1000 100** 20** 100** 100** 40** 4** 250 < 50 0.8** 200 < 50

2600 40000 40 1152 2400 4000 400** 80** 400** 400** 160** 16** 1000 < 50 3.2** 800 < 50

500 100 1900* 1500 1050 50 10

5 1 5 5 2 0.2 40

Sample

Location Date Sampled Sample ID

Depth

Range (m) Sample Type

26/02/2015 AEC1_1_0.1-0.2 0.1-0.2 N No - 107 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 - < 1 - 44 - 21 71 - 4 - 116 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 QC110_20150226 0.1-0.2 FD No - 93.5 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 30 - 21 62 - 4 - 81 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC1_1_1.0-1.1 1-1.1 N General No - 68.7 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 96 < 0.1 < 5 7 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC1_2_0.1-0.2 0.1-0.2 N General No - 94.4 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 21 - 11 75 - 6 - 57 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC1_2_0.5-0.6 0.5-0.6 N General No - 46.7 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 67 < 0.1 < 5 11 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC1_3_0.1-0.2 0.1-0.2 N General No - 41.8 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 37 - 8 42 - 6 - 26 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC1_3_1.0-1.1 1-1.1 N General No - 87.6 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 - < 1 - 94 - < 5 22 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC1_4_0.1-0.2 0.1-0.2 N General No - 102 < 10 < 50 300 560 860 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 - 31 - 12 133 - 4 - 50 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.5 1.7 2 1.1 1.4 - 2.2 4.9 <0.5 3.2 0.7 3.8 27.5 < 0.1 - - - - - -

27/02/2015 AEC1_4_1.0-1.1 1-1.1 N General No - 102 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 57 - < 5 10 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC1_5_0.5-0.6 0.5-0.6 N No - 46.6 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 82 - < 5 10 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC115_20150225 0.5-0.6 FD No - 59.6 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 92 - < 5 12 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC215_20150225 0.5-0.6 FT No - 58 < 20 < 20 < 50 < 50 < 50 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 12 - < 0.4 - 110 - < 5 14 - < 5 - < 5 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

27/02/2015 AEC1_5_0.9-1.0 0.9-1 N General No - 39.8 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 <0.1 < 1 <0.05 118 <0.1 < 5 17 <0.1 < 2 <0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 <0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC1_6_0.1-0.2 0.1-0.2 N General No - 119 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 - < 1 - 24 - 10 34 - 6 - 24 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC1_6_0.5-0.6 0.5-0.6 N General No - 114 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 - < 1 - 78 - < 5 10 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

cis

-Ch

lord

an

e

En

dri

n a

lde

hy

de

En

dri

n k

eto

ne

Me

tho

xy

ch

lor

tra

ns

-Ch

lord

an

e

alp

ha

-BH

C

be

ta-B

HC

ga

mm

a-B

HC

de

lta

-BH

C

He

pta

ch

lor

Ald

rin

He

pta

ch

lor

ep

ox

ide

alp

ha

-En

do

su

lfa

n

4.4

-DD

E

Die

ldri

n

En

dri

n

be

ta-E

nd

os

ulf

an

4.4

-DD

D

En

do

su

lfa

n s

ulf

ate

4.4

-DD

T

He

xa

ch

loro

be

nze

ne

(H

CB

)

Su

m o

f A

ldri

n +

Die

ldri

n

Su

m o

f D

DD

+ D

DE

+ D

DT

To

tal C

hlo

rda

ne

(s

um

)

En

do

su

lfa

n

Dic

hlo

rvo

s

De

me

ton

-S-m

eth

yl

Mo

no

cro

top

ho

s

Dim

eth

oa

te

Dia

zin

on

Ch

lorp

yri

fos

-me

thy

l

Pa

rath

ion

-me

thy

l

Ma

lath

ion

Fe

nth

ion

Ch

lorp

yri

fos

Pa

rath

ion

Pir

imp

ho

s-e

thy

l

Ch

lorf

en

vin

ph

os

Bro

mo

ph

os

-eth

yl

Fe

na

mip

ho

s

Pro

thio

fos

Eth

ion

Ca

rbo

ph

en

oth

ion

Azin

ph

os

Me

thy

l

Me

vin

ph

os

(P

ho

sd

rin

)

Eth

op

rop

Ph

ora

te

Dis

ulf

oto

n

Ro

nn

el

Fe

nit

roth

ion

Tri

ch

loro

na

te

Sti

rop

ho

s

Pro

fen

ofo

s

Fe

ns

ulf

oth

ion

Co

um

ap

ho

s

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 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

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/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg

60 4

240 16

Sample Date Sampled Sample ID Depth Sample Type

26/02/2015 AEC1_1_0.1-0.2 0.1-0.2 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 QC110_20150226 0.1-0.2 FD < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC1_1_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC1_2_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC1_2_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC1_3_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC1_3_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC1_4_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC1_4_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC1_5_0.5-0.6 0.5-0.6 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC115_20150225 0.5-0.6 FD < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC215_20150225 0.5-0.6 FT - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

27/02/2015 AEC1_5_0.9-1.0 0.9-1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC1_6_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC1_6_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

Legend:

TPH: Total Petroleum Hydrocarbons

PID: photo-ionisation detector

BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene

PAHs: Polycyclic aromatic hydrocarbons

OCP: Organophosphorus Pesticides

OPP: Organophosphorus Pesticides

* Guideline for Chomium VI

Action Levels:

Units

Cla

ss

ific

ati

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Asbestos TPH Pesticides PAHs PCBs

LOR

BTEXN Metals

Action Levels

Maximum Value for General Solid Waste - Contaminant Threshold without TCPL

Maximum Value for Restricted Solid Waste - Contaminant Threshold without TCPL

Maximum Value for General Solid Waste - Specific Contaminant Concentration

Maximum Value for General Solid Waste - Leachable Concentration

General

AEC1_2

AEC1_3

AEC1_4

AEC1_5General

AEC1_1

AEC1_6

Cla

ss

ific

ati

on

OCPs OPPs

LOR

Units

Action Levels



General

AEC1_2

AEC1_3

AEC1_4

AEC1_5General

AEC1_1

Guidelines obtained from the NSW Environmental Protection Agency (EPA), Waste

Classification Guidelines, Part 1: Classifying Waste (2014)

Exceeds Maximum Values for General Solid Waste = Restricted Solid Waste

Exceeds Maximum Values for Restricted Solid Waste = Hazardous Waste

AEC1_6

LOR: Limit of Reporting

mg/kg: milligrams per kilogram

ppm: parts per million

Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate

NOTE: It should be noted that naphthalene is reported twice using two different analytical

methods. The maximum concentration from each individual sample irrespective of the

method has been taken forward for discussion.

** Leachate results available for the specific analyte therefore results screened against

Table 2: Specific contaminant concentration

URS Australia Pty Ltd.

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-- -- 0 10 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 0.1 1 0.05 2 0.1 5 5 0.1 2 0.1 5 0.1 0.001 CalculatedCalculated 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.5 0.5 0.5 0.5 0.5 0.5


650 10000 10 288 600 1000 100** 20** 100** 100** 40** 4** 250 < 50 0.8** 200 < 50

2600 40000 40 1152 2400 4000 400** 80** 400** 400** 160** 16** 1000 < 50 3.2** 800 < 50

500 100 1900* 1500 1050 50 10

5 1 5 5 2 0.2 40

Sample


Depth Range

(m)

Sample

Type

25/02/2015 AEC2_1_0.1-0.2 0.1-0.2 N General No - 73 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 12 < 0.1 < 5 15 < 0.1 3 < 0.1 49 1.2 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_1_0.5-0.6 0.5-0.6 N General No - 68 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 8 - < 5 10 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_1_1.9-2.0 1.9-2 N General No - 105 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 9 - < 5 25 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_2_0.1-0.2 0.1-0.2 N General No - 60 < 10 < 50 110 110 220 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 14 - 11 76 - 10 - 71 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_2_1.0-1.1 1-1.1 N General No - 104 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 8 < 0.1 < 5 6 < 0.1 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


25/02/2015 AEC2_3_0.1-0.2 0.1-0.2 N General No - 66 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 10 < 0.1 < 5 9 < 0.1 < 2 < 0.1 7 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -



25/02/2015 AEC2_4_0.1-0.2 0.1-0.2 N General No - 91 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 15 - 10 30 - 6 - 32 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_4_1.0-1.1 1-1.1 N General No - 103 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 - 22 - < 5 13 - < 2 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_4_1.9-2.0 1.9-2 N General No - 54 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 0.1 < 1 < 0.05 13 < 0.1 < 5 19 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


25/02/2015 AEC2_5_1.0-1.1 1-1.1 N General No - 75 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 < 0.1 < 1 < 0.05 61 < 0.1 < 5 18 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


25/02/2015 AEC2_6_0.1-0.2 0.1-0.2 N General No - 65 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 24 < 0.1 8 28 < 0.1 12 < 0.1 23 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_6_0.5-0.6 0.5-0.2 N General No - 67 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 - < 1 - 94 - < 5 20 - 2 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_6_1.0-1.1 1-1.1 N General No - 71 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 - < 1 - 103 - < 5 22 - < 2 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_7_0.1-0.2 0.1-0.2 N General No - 78 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 0.1 < 1 < 0.05 63 < 0.1 < 5 12 < 0.1 2 < 0.1 10 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_7_0.5-0.6 0.5-0.6 N General No - 36 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 87 - < 5 14 - 2 - 9 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_7_1.0-1.1 1-1.1 N General No - 59 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 74 - < 5 17 - < 2 - 6 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_8_0.1-0.2 0.1-0.2 N General No - 39 < 10 < 50 J < 100 110 110 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 70 - 19 97 - 6 - 91 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_8_1.0-1.1 1-1.1 N General No - 50 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 132 < 0.1 < 5 12 < 0.1 < 2 < 0.1 < 5 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_8_1.9-2.0 1.9-2 N General No - 30 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 - < 1 - 106 - < 5 17 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_9_0.1-0.2 0.1-0.2 N General No - 43 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 61 - 192 313 - 9 - 97 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_9_0.5-0.6 0.5-0.6 N General No - 38 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 109 < 0.1 < 5 12 < 0.1 3 < 0.1 < 5 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_9_1.9-2.0 1.9-2 N No - 44 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 - 117 - < 5 7 - 3 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC100_20150225 1.9-2 FD No - 55 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 105 - < 5 7 - 3 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC200_20150225 1.9-2 FT No - 51 < 20 < 20 < 50 < 50 < 50 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 5.4 - < 0.4 - 74 - < 5 6 - < 5 - < 5 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25/02/2015 AEC2_10_0.1-0.2 0.1-0.2 N General No - 44 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 - < 1 - 53 - 20 83 - 16 - 74 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_10_0.5-0.6 0.5-0.6 N General No - 49 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 - 114 - < 5 13 - 4 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_10_1.0-1.1 1-1.1 N General No - 41 < 10 130 300 160 590 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 120 - < 5 8 - 2 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_11_0.1-0.2 0.1-0.2 N General No - 52 < 10 < 50 < 100 120 120 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 49 - 36 574 - 9 - 205 < 0.1 - ND ND < 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 1.2 < 0.1 - - - - - -

25/02/2015 AEC2_11_1.0-1.1 1-1.1 N General No - 53 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 0.1 < 1 < 0.05 120 < 0.1 < 5 13 < 0.1 3 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_11_1.9-2.0 1.9-2 N General No - 40 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 - < 1 - 133 - < 5 15 - 4 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


25/02/2015 AEC2_12_0.5-0.6 0.5-0.6 N General No - 49 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 0.1 < 1 < 0.05 117 < 0.1 < 5 13 < 0.1 2 < 0.1 < 5 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_12_1.9-2.0 1.9-2 N General No - 68 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 13 - < 1 - 148 - < 5 19 - 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC102_20150225 1.9-2 FD General No - 55 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 - < 1 - 131 - < 5 16 - < 2 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC202_20150225 1.9-2 FT General No - 61 < 20 < 20 < 50 < 50 < 50 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 13 - < 0.4 - 130 - < 5 16 - < 5 - < 5 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25/02/2015 AEC2_13_0.1-0.2 0.1-0.2 N General No - 140 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 94 < 0.1 33 34 < 0.1 107 0.1 83 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_13_1.0-1.1 1-1.1 N General No - 48 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 17 - < 1 - 170 - < 5 26 - 3 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_13_1.9-2.0 1.9-2 N General No - 84 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 - < 1 - 102 - < 5 16 - < 2 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC101_20150225 1.9-2 FD General No - 83 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 - < 1 - 93 - < 5 14 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC201_20150225 1.9-2 FT General No - 52 < 20 < 20 < 50 < 50 < 50 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 15 - < 0.4 - 96 - < 5 18 - < 5 - < 5 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5



25/02/2015 AEC2_14_1.9-2.0 1.9-2 N General No - 85 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 0.1 < 1 < 0.05 65 < 0.1 < 5 13 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_15_0.1-0.2 0.1-0.2 N General No - 110 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 0.1 < 1 < 0.05 32 < 0.1 6 94 < 0.1 < 2 < 0.1 28 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_15_0.5-0.6 0.5-0.6 N No - 79 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 57 - < 5 22 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC103_20150225 0.5-0.6 FD No - 100 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 58 - < 5 23 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC203_20150225 0.5-0.6 FT No - 54 < 20 < 20 < 50 54 54 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 28 - < 0.4 - 130 - < 5 42 - < 5 - 7.2 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25/02/2015 AEC2_15_1.0-1.1 1-1.1 N General No - 71 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 66 - < 5 18 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_16_0.1-0.2 0.1-0.2 N General No - 101 < 10 80 < 100 < 100 80 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 0.1 < 1 < 0.05 26 < 0.1 < 5 30 < 0.1 < 2 < 0.1 18 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -




25/02/2015 AEC2_17_1.0-1.1 1-1.1 N General No - 93 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 6 < 0.1 < 5 14 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


25/02/2015 QC104_20150225 1.9-2 FD General No - 80 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 4 - < 5 12 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 QC204_20150225 1.9-2 FT No - 106 < 20 < 20 < 50 < 50 < 50 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 < 2 - < 0.4 - 5.2 - < 5 15 - < 5 - < 5 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5


25/02/2015 AEC2_18_0.5-0.6 0.5-0.6 N General No - 106 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 8 < 0.1 < 5 8 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


25/02/2015 QC105_20150225 1-1.1 FD General No - 104 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 13 - < 5 14 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -



25/02/2015 AEC2_19_1.9-2.0 1.9-2 N General No - 77 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 0.1 < 1 < 0.05 4 < 0.1 < 5 < 5 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_20_0.1-0.2 0.1-0.2 N General No - 67 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 8 < 0.1 8 60 < 0.1 3 < 0.1 28 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_20_0.5_0.6 0.5-0.6 N General No - 96 < 10 < 50 J < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 7 - < 5 6 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_20_1.0-1.1 1-1.1 N General No - 86 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 4 - < 5 < 5 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


25/02/2015 AEC2_21_0.5-0.6 0.5-0.6 N General No - 83 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 8 < 0.1 < 5 7 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_21_1.9-2.0 1.9-2 N General No - 90 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 15 - < 1 - 22 - < 5 < 5 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -



25/02/2015 AEC2_22_1.0-1.1 1-1.1 N General No - 82 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 6 < 0.1 < 5 16 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_23_0.1-0.2 0.1-0.2 N General No - 76 < 10 < 50 < 100 150 150 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 11 - < 5 24 - 2 - 11 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -



25/02/2015 AEC2_24_0.1-0.2 0.1-0.2 N General No - 90 < 10 < 50 < 100 410 410 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 - < 1 - 34 - 10 44 - < 2 - 26 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -






26/02/2015 QC106_20150226 1-1.1 FD General No - 77 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 - < 1 - 27 - < 5 36 - < 2 - < 5 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

25/02/2015 AEC2_26_0.1-0.2 0.1-0.2 N Asbestos Yes Ch+Am+Cr 120 < 10 < 50 < 100 140 140 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 - < 1 - 26 - 35 116 - 17 - 86 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -



26/02/2015 QC107_20150226 1.9-2 FD General No - 118 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 - < 1 - 10 - < 5 19 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC2_27_0.1-0.2 0.1-0.2 N General No - 88 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 18 - < 1 - 19 - < 5 46 - < 2 - 24 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -




26/02/2015 AEC2_28_0.5-0.6 0.5-0.6 N General No - 75 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 43 - < 1 - 14 - 7 24 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


26/02/2015 QC108_20150226 0.1-0.2 FD General No - 118 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 29 - < 1 - 35 - 7 34 - < 2 - 20 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


26/02/2015 AEC2_29_1.0-1.1 1-1.1 N General No - 81 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 6 - 5 13 - < 2 - 58 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC2_29_1.9-2.0 1.9-2 N General No - 85 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 7 - 19 20 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


26/02/2015 AEZ_30_0.5-0.6 0.5-0.6 N General No - 93 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 15 - 6 20 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEZ_30_1.9-2.0 1.9-2 N General No - 114 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 8 - 22 20 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

Legend:








Action Levels:

NOTE: TCLP analysis results shown in Table 2b, indicative of General Solid Waste classification in accordance with NSW EPA 2014

Pesticides PAHs PCBs

LOR

Units

Cla

ssif

icati

on

Asbestos TPH BTEXN Metals

AEC2_2

AEC2_3

AEC2_4

AEC2_5

AEC2_6

AEC2_7

Action Levels





AEC2_1

AEC2_13

AEC2_14

AEC2_15

AEC2_16

AEC2_18

AEC2_8

AEC2_9

General

AEC2_10

AEC2_11

AEC2_12

General

AEC2_17

AEC2_25

AEC2_26

AEC2_27

AEC2_28

AEC2_29

AEC2_30

AEC2_19

AEC2_20

AEC2_21

AEC2_22

AEC2_23

AEC2_24

Guidelines obtained from the NSW Environmental Protection Agency (EPA),

Waste Classification Guidelines, Part 1: Classifying Waste (2014)



Special waste - Asbestos Waste





Asbestos Type: Ch - chrysotile, Am - amosite, Cr - Crocidolite

NOTE: It should be noted that naphthalene is reported twice using two different

analytical methods. The maximum concentration from each individual sample

irrespective of the method has been taken forward for discussion.

** Leachate results available for the specific analyte therefore results screened

against Table 2: Specific contaminant concentration



Prepared by: SS

Checked by: APW

Table 2a. Waste Classification Table - AEC2


URS Job No.43218517

cis

-Ch

lord

an

e

En

dri

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0.05 0.05 0.1 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 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5


60 4

240 16

Sample


Depth Range

(m)

Sample

Type

25/02/2015 AEC2_1_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_1_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_1_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_2_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_2_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_2_2.0-2.1 2-2.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_3_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_3_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_3_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_4_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_4_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_4_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_5_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_5_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_5_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_6_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_6_0.5-0.6 0.5-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_6_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_7_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_7_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_7_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_8_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_8_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_8_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_9_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_9_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_9_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC100_20150225 1.9-2 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC200_20150225 1.9-2 FT General - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25/02/2015 AEC2_10_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_10_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_10_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_11_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_11_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_11_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_12_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_12_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_12_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC102_20150225 1.9-2 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC202_20150225 1.9-2 FT General - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25/02/2015 AEC2_13_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_13_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_13_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC101_20150225 1.9-2 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC201_20150225 1.9-2 FT General - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25/02/2015 AEC2_14_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_14_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_14_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_15_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_15_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_15_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC103_20150225 0.5-0.6 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC203_20150225 0.5-0.6 FT General - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25/02/2015 AEC2_16_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_16_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_16_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_17_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_17_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_17_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC104_20150225 1.9-2 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC204_20150225 1.9-2 FT General - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25/02/2015 AEC2_18_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_18_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_18_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 QC105_20150225 1-1.1 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_19_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_19_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_19_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_20_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_20_0.5_0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_20_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_21_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_21_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_21_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_22_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_22_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_22_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_23_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_23_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_23_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_24_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_24_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_24_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_25_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_25_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_25_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 QC106_20150226 1-1.1 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_26_0.1-0.2 0.1-0.2 N Asbestos < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

25/02/2015 AEC2_26_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_26_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 QC107_20150226 1.9-2 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_27_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_27_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_27_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_28_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_28_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_28_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 QC108_20150226 0.1-0.2 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_29_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_29_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_29_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC2_30_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEZ_30_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEZ_30_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

Legend:








Action Levels:


Cla

ssif

icati

on

Maximum Value for General Solid Waste (CT1)

Maximum Value for Restricted Solid Waste (CT2)

AEC2_1

AEC2_2

AEC2_3

AEC2_4

OCPs OPPs

LOR

Units

Action Levels

AEC2_11

AEC2_12

AEC2_13

AEC2_14

AEC2_15

AEC2_16

AEC2_5

AEC2_6

AEC2_7

AEC2_8

AEC2_9

AEC2_10










AEC2_29

AEC2_30





AEC2_23

AEC2_24

AEC2_25

AEC2_26

AEC2_27

AEC2_28

AEC2_17

AEC2_18

AEC2_19

AEC2_20

AEC2_21

AEC2_22



Prepared by: SS

Checked by: APW



URS Job No.43218517

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-- -- 0.01 10 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 0.1 1 0.05 2 0.1 5 5 0.1 2 0.1 5 0.1 0.001CalculatedCalculated 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.5 0.5 0.5 0.5 0.5 0.5


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2600 40000 40 1152 2400 4000 400** 80** 400** 400** 160** 16** 1000 < 50 3.2** 800 < 50

500 100 1900* 1500 1050 50 10

5 1 5 5 2 0.2 40Sample


Depth Range

(m)

Sample

Type

26/02/2015 AEC3_1_0.1-0.2 0.1-0.2 N General No - 39.1 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 7 - 10 42 - 4 - 36 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC3_1_1.9-2.0 1.9-2 N General No - 24.6 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 18 < 0.1 < 5 13 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC3_2_0.1-0.2 0.1-0.2 N No - 41.8 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 10 - 11 35 - 6 - 24 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 QC111 0.1-0.2 FD No - 79.9 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 10 - 11 33 - 5 - 25 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 QC211_20150226 0.1-0.2 FT No - 56 < 20 < 20 < 50 54 54 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 4.6 - < 0.4 - 10 - 11 34 - 5.4 - 25 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

26/02/2015 AEC3_2_0.5 - 0.6 0.5-0.6 N General No - 32.8 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 7 < 0.1 < 5 9 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC3_3_0.5-0.6 0.5-0.6 N General No - 57.4 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 4 < 0.1 < 5 10 < 0.1 < 2 < 0.1 12 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

26/02/2015 AEC3_3_1.9-2.0 1.9-2 N General No - 67 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 5 - < 5 < 5 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_4_0.1-0.2 0.1-0.2 N General No - 41.7 < 10 < 50 < 100 120 120 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 9 - 11 51 - < 2 - 17 < 0.1 - ND 1.49 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_4_1.0-1.1 1-1.1 N General No - 31.6 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 8 < 0.1 < 5 26 < 0.1 < 2 < 0.1 13 < 0.1 < 0.0010 ND 0.34 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_5_0.5-0.6 0.5-0.6 N General No - 68.8 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 6 < 0.1 < 5 8 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_5_1.5-1.6 1.5-1.6 N No - 121 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 4 - < 5 11 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC112_20150227 1.5-1.6 FD No - 43.2 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 3 - < 5 < 5 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC212_20150227 1.5-1.6 FT No - 65 < 20 < 20 < 50 < 50 < 50 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 < 2 - < 0.4 - < 5 - < 5 6.4 - < 5 - < 5 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

27/02/2015 AEC3_6_0.5-0.6 0.5-0.6 N General No - 85.2 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 6 - < 5 8 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


27/02/2015 AEC3_7_0.1-0.2 0.1-0.2 N General No - 79.9 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 7 < 0.1 < 5 17 < 0.1 2 < 0.1 12 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_7_1.0-1.1 1-1.1 N General No - 96.6 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 6 - < 5 9 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_8_0.1-0.2 0.1-0.2 N General No - 113 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 6 - 5 16 - < 2 - 30 < 0.1 - ND 0.17 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_8_1.5-1.6 1.5-1.6 N No - 81.1 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 11 - < 5 7 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC113_20150227 1.5-1.6 FD No - 86.4 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 12 - < 5 7 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_9_0.1-0.2 0.1-0.2 N General No - 105 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 8 - 26 57 - 4 - 79 < 0.1 - ND 0.09 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_9_1.0-1.1 1-1.1 N General No - 73.5 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 14 - < 5 25 - < 2 - 12 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_10_0.1-0.2 0.1-0.2 N General No - 75.8 < 10 130 180 < 100 310 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 9 - 7 89 - 2 - 36 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_10_0.5-0.6 0.5-0.6 N General No - 91.4 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 11 - < 5 19 - < 2 - 9 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_11_0.1-0.2 0.1-0.2 N General No - 55.6 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 23 - < 5 22 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_11_0.5-0.6 0.5-0.6 N General No - 41.4 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 - < 1 - 24 - 6 29 - < 2 - 9 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


27/02/2015 AEC3_12_0.9-1.0 0.9-1 N General No - 49.6 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 - 13 - < 5 23 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_13_0.1-0.2 0.1-0.2 N General No - 49 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 14 - 6 38 - < 2 - 23 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC3_13_0.5-0.6 0.5-0.6 N General No - 33.4 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 - 25 - < 5 22 - < 2 - 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

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240 16Sample


Depth Range

(m)

Sample

Type

26/02/2015 AEC3_1_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC3_1_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC3_2_0.1-0.2 0.1-0.2 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 QC111 0.1-0.2 FD < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 QC211_20150226 0.1-0.2 FT - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

26/02/2015 AEC3_2_0.5 - 0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC3_3_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

26/02/2015 AEC3_3_1.9-2.0 1.9-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_4_0.1-0.2 0.1-0.2 N General < 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 1.49 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 1.49 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_4_1.0-1.1 1-1.1 N General < 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 0.34 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 0.34 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_5_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_5_1.5-1.6 1.5-1.6 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC112_20150227 1.5-1.6 FD < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC212_20150227 1.5-1.6 FT - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

27/02/2015 AEC3_6_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_6_1.5-1.6 1.5-1.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_7_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_7_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

General < 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 0.17 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 0.17 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_9_0.1-0.2 0.1-0.2 N General < 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 0.09 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 0.09 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_9_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_10_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_10_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_11_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_11_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_12_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_12_0.9-1.0 0.9-1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_13_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC3_13_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

Legend:








Action Levels:

Action Levels



Units

PCBs

LOR

BTEXN Metals

Cla

ss

ific

ati

on

Asbestos TPH Pesticides PAHs



AEC3_10

AEC3_2General

AEC3_3

AEC3_4

AEC3_5General

AEC3_6

AEC3_7

AEC3_8General


AEC3_1

AEC3_11

AEC3_12

AEC3_13

Cla

ss

ific

ati

on

AEC3_4

OPPs

LOR

Units

Action Levels


OCPs

Maximum Value for Restricted Solid Waste - Specific Contaminant Concentration

AEC3_1

AEC3_2General

AEC3_3


AEC3_5General

AEC3_6

AEC3_7

General

AEC3_9

AEC3_10

AEC3_11

AEC3_12

AEC3_13

AEC3_8















Prepared by: SS

Checked by: APW



URS Job No.43218517

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-- -- 0.01 10 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 0.1 1 0.05 2 0.1 5 5 0.1 2 0.1 5 0.1 0.001 CalculatedCalculated 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.5 0.5 0.5 0.5 0.5 0.5


650 10000 10 288 600 1000 100** 20** 100** 100** 40** 4** 250 < 50 0.8** 200 < 50

2600 40000 40 1152 2400 4000 400** 80** 400** 400** 160** 16** 1000 < 50 3.2** 800 < 50

500 100 1900* 1500 1050 50 10

5 1 5 5 2 0.2 40

Sample


Depth Range

(m)

Sample

Type

27/02/2015 AEC4_1_0.1-0.2 0.1-0.2 N General No - 90.8 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 4 - < 5 10 - < 2 - 14 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


27/02/2015 AEC4_2_0.1-0.2 0.1-0.2 N General No - 68.4 < 10 < 50 220 510 730 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 31 - 87 1470 - 21 - 337 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.5 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 1 < 0.1 - - - - - -

27/02/2015 AEC4_2_0.5-0.6 0.5-0.6 N Asbestos Yes Ch 88.4 < 10 < 50 150 320 470 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 21 - 43 823 0.4 14 - 188 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_3_0.1-0.2 0.1-0.2 N General No - 143 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 12 - 8 43 - 5 - 30 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 0.5 < 0.5 1.2 1.1 0.5 0.6 - < 0.5 0.6 - < 0.5 < 0.5 0.5 5.7 < 0.1 - - - - - -

27/02/2015 AEC4_3_0.3-0.4 0.3-0.4 N General No - 137 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 12 - 13 33 - 6 - 524 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.6 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 0.6 < 0.1 - - - - - -

27/02/2015 AEC4_4_0.1-0.2 0.1-0.2 N General No - 43.6 < 10 50 170 180 400 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 - 18 - 11 69 - 5 - 59 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_4_1.0-1.1 1-1.1 N General No - 95.7 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 - < 1 - 19 - < 5 27 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_5_0.5-0.6 0.5-0.6 N General No - 65.5 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 0.1 < 1 < 0.05 15 < 0.1 < 5 14 < 0.1 2 < 0.1 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_5_1.2-1.3 1.2-1.3 N No - 88.3 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 20 - 10 12 - < 2 - 7 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC100 1.2-1.3 FD No - 86 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 - 1 - 22 - 15 14 - 2 - 10 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_6_0.1-0.2 0.1-0.2 N General No - 69.2 < 10 < 50 < 100 140 140 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 15 - 16 155 - 6 - 56 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


27/02/2015 AEC4_7_0.1-0.2 0.1-0.2 N General No - 41.4 < 10 < 50 110 < 100 110 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 0.1 < 1 < 0.05 10 < 0.1 17 191 < 0.1 4 < 0.1 106 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


27/02/2015 AEC4_8_0.1-0.2 0.1-2 N General No - 85.4 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 13 - < 5 17 - < 2 - 12 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_8_1.0-1.1 1-1.1 N No - 36.3 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 1 < 0.05 15 < 0.1 10 14 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC102 1-1.1 FD No - 112 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 16 - < 5 15 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -



27/02/2015 AEC4_10_0.1-0.2 0.1-0.2 N General No - 58.3 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 10 < 0.1 8 35 < 0.1 8 < 0.1 35 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_10_1.0-1.1 1-1.1 N No - 30.1 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 - < 1 - 15 - < 5 19 - 5 - 7 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC114_20150227 1-1.1 FD No - 35.4 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 - < 1 - 14 - < 5 18 - 4 - 8 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_11_0.1-0.2 0.1-0.2 N General No - 32.5 < 10 < 50 150 180 330 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 0.1 < 1 < 0.05 8 < 0.1 5 51 < 0.1 < 2 < 0.1 21 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_11_0.6-0.7 0.6-0.7 N No - 90.6 < 10 < 50 < 100 100 100 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 - < 1 - 19 - < 5 21 - < 2 - 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC101 0.6-0.7 FD No - 102 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 - < 1 - 30 - < 5 19 - 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_12_0.1-0.2 0.1-0.2 N General No - 66.3 < 10 < 50 110 120 230 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 0.1 < 1 < 0.05 9 < 0.1 < 5 34 < 0.1 < 2 < 0.1 22 < 0.1 < 0.0010 ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 AEC4_12_0.5-0.6 0.5-0.6 N No - 78 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 - < 1 - 27 - < 5 13 - < 2 - < 5 < 0.1 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -

27/02/2015 QC200 0.5-0.6 FD No - 54 < 20 < 20 < 50 < 50 < 50 < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 5.8 - < 0.4 - 23 - < 5 11 - < 5 - < 5 < 0.05 - ND ND < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5



27/02/2015 AEC4_14_0.1-0.7 0.1-0.2 N General No - 31.2 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 < 0.1 < 1 < 0.05 8 < 0.1 15 27 < 0.1 2 < 0.1 24 < 0.1 < 0.0010 ND 0.14 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.1 - - - - - -


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Sample


Depth Range

(m)

Sample

Type

27/02/2015 AEC4_1_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_1_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_2_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_2_0.5-0.6 0.5-0.6 N Asbestos < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_3_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_3_0.3-0.4 0.3-0.4 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_4_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_4_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_5_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_5_1.2-1.3 1.2-1.3 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_6_0.1-0.2 0.1-0.2 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC100 1.2-1.3 FD General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_6_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_7_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_7_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_8_0.1-0.2 0.1-2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_8_1.0-1.1 1-1.1 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC102 1-1.1 FD < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_9_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_9_0.8-0.9 0.8-0.9 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_10_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_10_1.0-1.1 1-1.1 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC114_20150227 1-1.1 FD < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_11_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_11_0.6-0.7 0.6-0.7 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC101 0.6-0.7 FD < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_12_0.1-0.2 0.1-0.2 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_12_0.5-0.6 0.5-0.6 N < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 QC200 0.5-0.6 FD - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

27/02/2015 AEC4_13_0.5-0.6 0.5-0.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_13_1.0-1.1 1-1.1 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_14_0.1-0.7 0.1-0.2 N General < 0.05 < 0.05 < 0.05 < 0.2 0.07 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 0.07 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 0.07 < 0.05 0.07 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

27/02/2015 AEC4_14_1.5-1.6 1.5-1.6 N General < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

Legend:








Action Levels:


Units

Cla

ssif

icati

on

Asbestos TPH Pesticides PAHs PCBs

LOR

BTEXN Metals

AEC4_1

AEC4_2

AEC4_3

AEC4_4

AEC4_5

Action Levels





General

AEC4_7

AEC4_8General

AEC4_9

AEC4_6

AEC4_10General

LOR

AEC4_11General

AEC4_12General

AEC4_13

AEC4_14

Cla

ssif

icati

on

OCPs OPPs

AEC4_7

Units

Action Levels


Maximum Value for Restricted Solid Waste - Specific Contaminant Concentration

AEC4_1

AEC4_2

AEC4_3

AEC4_4

AEC4_5

General

AEC4_6


AEC4_8General

AEC4_9

AEC4_10General

AEC4_11General

AEC4_12General

AEC4_13

AEC4_14


** - Leachate results available for the specific analyte therefore results screened against Table 2: Specific contaminant concentration




Sample Type: PS - Primary, FD - Duplicate

Asbestos Type: Ch - chrysotile

NOTE: It should be noted that naphthalene is reported twice using two

different analytical methods. The maximum concentration from each individual

sample irrespective of the method has been taken forward for discussion.








Prepared by: SS

Checked by: APW



URS Job No.43218517

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10 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 0.1 1 0.05 2 0.1 5 5 0.1 2 0.1 5 0.1 0.001 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

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/l mg/kg mg/l mg/kg mg/l mg/kg mg/kg mg/l mg/kg mg/l mg/kg mg/kg mg/l mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg ug/l mg/kg mg/kg mg/kg mg/kg

650 10000 10 288 600 1000 100 20 100** 100* 20** 100** 40 100** 40** 0.8 200

2600 40000 40 1152 2400 4000 400 80 400** 400* 80** 400** 160 400** 160** 3.2 800

500 100 1900* 1500 1050 10

5 1 5 5 2 0.2 40Sample


Depth Range

(m)

Sample

Type

26/02/2015 AEC5_1_0.1-0.2 0.1-0.2 N General < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 18 < 0.1 < 1 < 0.05 15 < 0.1 47 517 0.4 12 < 0.1 170 < 0.1 < 0.0010 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

26/02/2015 AEC5_1_1.3-1.4 1.3-1.4 N General < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 - < 1 - 10 - 13 47 - < 2 - < 5 < 0.1 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.5 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 126/02/2015 AEC5_2_0.5-0.6 0.5-0.6 N < 10 < 50 300 780 1080 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 - < 1 - 9 - 6 19 - < 2 - 13 < 0.1 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5

26/02/2015 QC109_20150226 0.5-0.6 FD < 10 < 50 540 1400 1940 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 - < 1 - 16 - 14 41 - 3 - 24 < 0.1 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5

26/02/2015 AEC5_2_1.0-1.1 1-1.1 N General 69 < 50 < 100 < 100 < 50 < 0.2 < 0.5 0.8 2.7 < 0.5 2.7 3.5 < 1 7 < 0.1 < 1 < 0.05 19 < 0.1 8 23 < 0.1 < 2 < 0.1 < 5 < 0.1 < 0.0010 0.6 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.626/02/2015 AEC5_3_0.1-0.2 0.1-0.2 N General < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 16 - < 1 - 14 - 46 538 - 9 - 178 < 0.1 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5

26/02/2015 AEC5_3_0.5-0.6 0.5-0.6 N General < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 < 0.1 < 1 < 0.05 16 < 0.1 7 34 < 0.1 2 < 0.1 9 < 0.1 < 0.0010 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

26/02/2015 AEC5_4_0.1-0.2 0.1-0.2 N General < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 16 - < 1 - 15 - 80 693 - 11 - 338 0.1 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5

26/02/2015 AEC5_4_1.3-1.4 0.5-0.6 N General < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 - < 1 - 20 - 9 19 - < 2 - < 5 < 0.1 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5

Legend:



BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and NaphthalenePAHs: Polycyclic aromatic hydrocarbons




Action Levels:




AEC5_1

AEC5_2

PAHs

Cla

ss

ific

ati

on

TPH BTEXN Metals

LOR

Units

Action Levels





General

AEC5_3










AEC5_4



Prepared by: SS

Checked by: APW

Table 6. Soil Analytical Results - AEC1

Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA

Roads and Maritime Services (RMS)

URS Job No. 43218517

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len

e

-- -- 0.01 10 10 50 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1

-- -- g 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

5100 3800 5300 7400 120 18000 5300 15000 1900

26000 20000 27000 38000 430 99000 27000 81000 11000

NL NL NL NL NL NL NL

NL NL NL NL NL NL NL

260 NL 3 NL NL 230 NL

370 NL 3 NL NL NL NL

Sample

Location Date Sampled Sample ID Depth Range (m) Sample Type

26/02/2015 AEC1_1_0.1-0.2 0.1-0.2 N No - 107 < 10 < 10 < 50 < 50 140 < 100 140 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

26/02/2015 QC110_20150226 0.1-0.2 FD No - 93.5 < 10 < 10 < 50 < 50 100 < 100 100 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

26/02/2015 AEC1_1_1.0-1.1 1-1.1 N No - 68.7 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

26/02/2015 AEC1_2_0.1-0.2 0.1-0.2 N No - 94.4 < 10 < 10 < 50 < 50 110 < 100 110 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

26/02/2015 AEC1_2_0.5-0.6 0.5-0.6 N No - 46.7 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 AEC1_3_0.1-0.2 0.1-0.2 N No - 41.8 < 10 < 10 < 50 < 50 100 < 100 100 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 AEC1_3_1.0-1.1 1-1.1 N No - 87.6 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 AEC1_4_0.1-0.2 0.1-0.2 N No - 102 < 10 < 10 < 50 < 50 660 440 1100 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 AEC1_4_1.0-1.1 1-1.1 N No - 102 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 AEC1_5_0.5-0.6 0.5-0.6 N No - 46.6 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 QC115_20150225 0.5-0.6 FD No - 59.6 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 QC215_20150225 0.5-0.6 FT No - 58 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5

27/02/2015 AEC1_5_0.9-1.0 0.9-1 N No - 39.8 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 AEC1_6_0.1-0.2 0.1-0.2 N No - 119 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

27/02/2015 AEC1_6_0.5-0.6 0.5-0.6 N No - 114 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1

Legend:

TRH: Total Recoverable Hydrocarbons






Action Levels:

Units

Action Levels

CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'

CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'

TRH


AEC1_6

AEC1_2

AEC1_3

AEC1_4

AEC1_5

BTEXN

LOR

Asbestos

NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand


NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand


NEPM 2013 HILs - Recreational 'C'

Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'

Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'

Exceeds the National Environmental Protection Measure (NEPM) 2013 HSLs for Vapour

Intrusion - Recreational/Open Space 'C' (0 m to <1 m & 1 m to <2 m) Sand

Exceeds the NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m

& 1 m to <2 m) Sand

NEPM 2013 HILs - Commercial/Industrial 'D'

*Guideline for Chromium VI

Exceeds the CRC Care 2011 Technical Report No. 10 Health Screening Levels (HSLs) for

Direct Contact - Recreational/Open Space 'C'

Exceeds the CRC Care 2011 Technical Report No. 10 HSLs for Direct Contact -

Commercial/Industrial 'D'





methods. The maximum concentration from each individual sample irrespective of the method has

been taken forward for discussion.

AEC1_1



Prepared by: SS

Checked by: TS





Sample


26/02/2015 AEC1_1_0.1-0.2 0.1-0.2 N

26/02/2015 QC110_20150226 0.1-0.2 FD

26/02/2015 AEC1_1_1.0-1.1 1-1.1 N

26/02/2015 AEC1_2_0.1-0.2 0.1-0.2 N

26/02/2015 AEC1_2_0.5-0.6 0.5-0.6 N

27/02/2015 AEC1_3_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_3_1.0-1.1 1-1.1 N

27/02/2015 AEC1_4_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_4_1.0-1.1 1-1.1 N

27/02/2015 AEC1_5_0.5-0.6 0.5-0.6 N

27/02/2015 QC115_20150225 0.5-0.6 FD

27/02/2015 QC215_20150225 0.5-0.6 FT

27/02/2015 AEC1_5_0.9-1.0 0.9-1 N

27/02/2015 AEC1_6_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_6_0.5-0.6 0.5-0.6 N

Legend:







Action Levels:

Units

Action Levels




AEC1_6

AEC1_2

AEC1_3

AEC1_4

AEC1_5

LOR











& 1 m to <2 m) Sand













AEC1_1A

rse

nic

Ca

dm

ium

Ch

rom

ium

Co

pp

er

Le

ad

Nic

ke

l

Zin

c

Me

rcu

ry

Na

ph

tha

len

e

Ac

en

ap

hth

yle

ne

Ac

en

ap

hth

en

e

Flu

ore

ne

Ph

en

an

thre

ne

An

thra

ce

ne

Flu

ora

nth

en

e

Py

ren

e

Be

nz(a

)an

thra

ce

ne

Ch

rys

en

e

Be

nzo

(b)f

luo

ran

the

ne

Be

nzo

(k)f

luo

ran

the

ne

Be

nzo

(a)p

yre

ne

Ind

en

o(1

.2.3

.cd

)py

ren

e

Dib

en

z(a

.h)a

nth

rac

en

e

Be

nzo

(g.h

.i)p

ery

len

e

Be

nzo

(A)p

yre

ne

TE

Q (

LO

R)

Su

m o

f P

AH

s

5 1 2 5 5 2 5 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

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

1900

11000

NL

NL

300 90 300* 17000 600 1200 30000 80 3 300

3000 900 3600* 240000 1500 6000 400000 730 40 4000

8 < 1 44 21 71 4 116 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

< 5 < 1 30 21 62 4 81 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

< 5 < 1 96 < 5 7 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

6 < 1 21 11 75 6 57 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

< 5 < 1 67 < 5 11 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

5 < 1 37 8 42 6 26 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

8 < 1 94 < 5 22 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

7 < 1 31 12 133 4 50 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.5 1.7 2 1.1 1.4 - 2.2 4.9 3.2 0.7 3.8 6.9 27.5

< 5 < 1 57 < 5 10 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

< 5 < 1 82 < 5 10 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

6 < 1 92 < 5 12 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

12 < 0.4 110 < 5 14 < 5 < 5 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

11 < 1 118 < 5 17 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

11 < 1 24 10 34 6 24 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

9 < 1 78 < 5 10 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

PAHsMetals



Prepared by: SS

Checked by: TS





Sample


26/02/2015 AEC1_1_0.1-0.2 0.1-0.2 N

26/02/2015 QC110_20150226 0.1-0.2 FD

26/02/2015 AEC1_1_1.0-1.1 1-1.1 N

26/02/2015 AEC1_2_0.1-0.2 0.1-0.2 N

26/02/2015 AEC1_2_0.5-0.6 0.5-0.6 N

27/02/2015 AEC1_3_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_3_1.0-1.1 1-1.1 N

27/02/2015 AEC1_4_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_4_1.0-1.1 1-1.1 N

27/02/2015 AEC1_5_0.5-0.6 0.5-0.6 N

27/02/2015 QC115_20150225 0.5-0.6 FD

27/02/2015 QC215_20150225 0.5-0.6 FT

27/02/2015 AEC1_5_0.9-1.0 0.9-1 N

27/02/2015 AEC1_6_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_6_0.5-0.6 0.5-0.6 N

Legend:







Action Levels:

Units

Action Levels




AEC1_6

AEC1_2

AEC1_3

AEC1_4

AEC1_5

LOR











& 1 m to <2 m) Sand













AEC1_1T

ota

l P

oly

ch

lori

na

ted

bip

he

ny

ls (

PC

Bs

)

Aro

clo

r 1

01

6

Aro

clo

r 1

26

0

Aro

ch

lor

12

32

Aro

ch

lor

12

42

Aro

ch

lor

12

48

Aro

ch

lor

12

54

cis

-Ch

lord

an

e

En

dri

n a

lde

hy

de

En

dri

n k

eto

ne

Me

tho

xy

ch

lor

tra

ns

-Ch

lord

an

e

alp

ha

-BH

C

be

ta-B

HC

ga

mm

a-B

HC

de

lta

-BH

C

He

pta

ch

lor

Ald

rin

He

pta

ch

lor

ep

ox

ide

alp

ha

-En

do

su

lfa

n

4.4

-DD

E

Die

ldri

n

En

dri

n

be

ta-E

nd

os

ulf

an

4.4

-DD

D

En

do

su

lfa

n s

ulf

ate

4.4

-DD

T

He

xa

ch

loro

be

nze

ne

(H

CB

)

Su

m o

f A

ldri

n +

Die

ldri

n

Su

m o

f D

DD

+ D

DE

+ D

DT

To

tal

Ch

lord

an

e (

su

m)

En

do

su

lfa

n

0.1 0.5 0.5 0.5 0.5 0.5 0.5 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 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05

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

1 400 10 20 10 10 400 70 340

7 2500 50 100 80 45 3600 530 2000

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 -

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

PCBs OCPs



Prepared by: SS

Checked by: TS





Sample


26/02/2015 AEC1_1_0.1-0.2 0.1-0.2 N

26/02/2015 QC110_20150226 0.1-0.2 FD

26/02/2015 AEC1_1_1.0-1.1 1-1.1 N

26/02/2015 AEC1_2_0.1-0.2 0.1-0.2 N

26/02/2015 AEC1_2_0.5-0.6 0.5-0.6 N

27/02/2015 AEC1_3_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_3_1.0-1.1 1-1.1 N

27/02/2015 AEC1_4_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_4_1.0-1.1 1-1.1 N

27/02/2015 AEC1_5_0.5-0.6 0.5-0.6 N

27/02/2015 QC115_20150225 0.5-0.6 FD

27/02/2015 QC215_20150225 0.5-0.6 FT

27/02/2015 AEC1_5_0.9-1.0 0.9-1 N

27/02/2015 AEC1_6_0.1-0.2 0.1-0.2 N

27/02/2015 AEC1_6_0.5-0.6 0.5-0.6 N

Legend:







Action Levels:

Units

Action Levels




AEC1_6

AEC1_2

AEC1_3

AEC1_4

AEC1_5

LOR











& 1 m to <2 m) Sand













AEC1_1D

ich

lorv

os

De

me

ton

-S-m

eth

yl

Mo

no

cro

top

ho

s

Dim

eth

oa

te

Dia

zin

on

Ch

lorp

yri

fos

-me

thy

l

Pa

rath

ion

-me

thy

l

Ma

lath

ion

Fe

nth

ion

Ch

lorp

yri

fos

Pa

rath

ion

Pir

imp

ho

s-e

thy

l

Ch

lorf

en

vin

ph

os

Bro

mo

ph

os

-eth

yl

Fe

na

mip

ho

s

Pro

thio

fos

Eth

ion

Ca

rbo

ph

en

oth

ion

Azin

ph

os

Me

thy

l

Me

vin

ph

os

(P

ho

sd

rin

)

Eth

op

rop

Ph

ora

te

Dis

ulf

oto

n

Ro

nn

el

Fe

nit

roth

ion

Tri

ch

loro

na

te

Sti

rop

ho

s

Pro

fen

ofo

s

Fe

ns

ulf

oth

ion

Co

um

ap

ho

s

0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

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

250

2000

< 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

< 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

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-- -- 0 10 10 50 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 1 2 5 5 2 5 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.05 0.05 0.05 0.2 0.05 0.05 0.05

-- -- g 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/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg

5100 3800 5300 7400 120 18000 5300 15000 1900 1900

26000 20000 27000 38000 430 99000 27000 81000 11000 11000

NL NL NL NL NL NL NL NL


260 NL 3 NL NL 230 NL


300 90 300* 17000 600 1200 30000 80 3 300 1 400

3000 900 3600* 240000 1500 6000 400000 730 40 4000 7 2500

Sample

Location Date Sampled Sample ID Depth Range (m)

Sample

Type

25/02/2015 AEC2_1_0.1-0.2 0.1-0.2 N No - 73 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 12 < 5 15 3 49 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 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_1_0.5-0.6 0.5-0.6 N No - 68 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 8 < 5 10 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_1_1.9-2.0 1.9-2 N No - 105 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 9 < 5 25 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_2_0.1-0.2 0.1-0.2 N No - 60 17 17 < 50 < 50 170 < 100 170 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 14 11 76 10 71 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_2_1.0-1.1 1-1.1 N No - 104 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 8 < 5 6 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_2_2.0-2.1 2-2.1 N No - 33 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 5 < 5 12 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_3_0.1-0.2 0.1-0.2 N No - 66 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 10 < 5 9 < 2 7 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_3_0.5-0.6 0.5-0.6 N No - 48 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 < 5 47 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_3_1.0-1.1 1-1.1 N No - 34 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 5 < 5 108 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_4_0.1-0.2 0.1-0.2 N No - 91 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 15 10 30 6 32 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_4_1.0-1.1 1-1.1 N No - 103 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 22 < 5 13 < 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_4_1.9-2.0 1.9-2 N No - 54 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 13 < 5 19 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_5_0.1-0.2 0.1-0.2 N No - 91 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 60 19 18 54 39 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_5_1.0-1.1 1-1.1 N No - 75 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 < 1 61 < 5 18 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_5_1.9-2.0 1.9-2 N No - 50 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 21 < 5 19 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_6_0.1-0.2 0.1-0.2 N No - 65 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 24 8 28 12 23 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_6_0.5-0.6 0.5-0.2 N No - 67 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 < 1 94 < 5 20 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_6_1.0-1.1 1-1.1 N No - 71 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 < 1 103 < 5 22 < 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_7_0.1-0.2 0.1-0.2 N No - 78 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 63 < 5 12 2 10 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_7_0.5-0.6 0.5-0.6 N No - 36 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 87 < 5 14 2 9 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_7_1.0-1.1 1-1.1 N No - 59 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 74 < 5 17 < 2 6 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_8_0.1-0.2 0.1-0.2 N No - 39 < 10 < 10 < 50 < 50 140 < 100 140 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 70 19 97 6 91 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_8_1.0-1.1 1-1.1 N No - 50 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 132 < 5 12 < 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_8_1.9-2.0 1.9-2 N No - 30 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 < 1 106 < 5 17 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_9_0.1-0.2 0.1-0.2 N No - 43 26 26 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 61 192 313 9 97 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_9_0.5-0.6 0.5-0.6 N No - 38 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 109 < 5 12 3 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_9_1.9-2.0 1.9-2 N No - 44 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 117 < 5 7 3 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC100_20150225 1.9-2 FD No - 55 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 105 < 5 7 3 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC200_20150225 1.9-2 FT No - 51 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 5.4 < 0.4 74 < 5 6 < 5 < 5 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.05 < 0.05 < 0.2 - < 0.05 < 0.05

25/02/2015 AEC2_10_0.1-0.2 0.1-0.2 N No - 44 38 38 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 < 1 53 20 83 16 74 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_10_0.5-0.6 0.5-0.6 N No - 49 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 114 < 5 13 4 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_10_1.0-1.1 1-1.1 N No - 41 < 10 < 10 180 180 360 160 700 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 120 < 5 8 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_11_0.1-0.2 0.1-0.2 N No - 52 < 10 < 10 < 50 < 50 180 100 280 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 49 36 574 9 205 < 0.1 < 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 1.2 1.2 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_11_1.0-1.1 1-1.1 N No - 53 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 120 < 5 13 3 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_11_1.9-2.0 1.9-2 N No - 40 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 < 1 133 < 5 15 4 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_12_0.1-0.2 0.1-0.2 N No - 66 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 66 15 109 17 114 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_12_0.5-0.6 0.5-0.6 N No - 49 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 117 < 5 13 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_12_1.9-2.0 1.9-2 N No - 68 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 13 < 1 148 < 5 19 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC102_20150225 1.9-2 FD No - 55 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 1 131 < 5 16 < 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC202_20150225 1.9-2 FT No - 61 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 13 < 0.4 130 < 5 16 < 5 < 5 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.05 < 0.05 < 0.2 - < 0.05 < 0.05

25/02/2015 AEC2_13_0.1-0.2 0.1-0.2 N No - 140 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 94 33 34 107 83 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_13_1.0-1.1 1-1.1 N No - 48 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 17 < 1 170 < 5 26 3 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_13_1.9-2.0 1.9-2 N No - 84 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 1 102 < 5 16 < 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC101_20150225 1.9-2 FD No - 83 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 1 93 < 5 14 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC201_20150225 1.9-2 FT No - 52 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 15 < 0.4 96 < 5 18 < 5 < 5 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.05 < 0.05 < 0.2 - < 0.05 < 0.05

25/02/2015 AEC2_14_0.1-0.2 0.1-0.2 N No - 78 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 44 16 66 27 56 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_14_1.0-1.1 1-1.1 N No - 58 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 59 < 5 10 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_14_1.9-2.0 1.9-2 N No - 85 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 1 65 < 5 13 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_15_0.1-0.2 0.1-0.2 N No - 110 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 32 6 94 < 2 28 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_15_0.5-0.6 0.5-0.6 N No - 79 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 57 < 5 22 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC103_20150225 0.5-0.6 FD No - 100 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 58 < 5 23 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC203_20150225 0.5-0.6 FT No - 54 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 28 < 0.4 130 < 5 42 < 5 7.2 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.05 < 0.05 < 0.2 - < 0.05 < 0.05

25/02/2015 AEC2_15_1.0-1.1 1-1.1 N No - 71 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 66 < 5 18 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_16_0.1-0.2 0.1-0.2 N No - 101 < 10 < 10 90 90 < 100 < 100 90 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 26 < 5 30 < 2 18 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_16_1.0-1.1 1-1.1 N No - 86 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 36 < 5 16 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_16_1.9-2.0 1.9-2 N No - 78 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 1 8 < 5 13 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_17_0.1-0.2 0.1-0.2 N No - 63 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 14 19 65 12 46 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_17_1.0-1.1 1-1.1 N No - 93 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 < 5 14 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_17_1.9-2.0 1.9-2 N No - 70 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 < 5 12 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC104_20150225 1.9-2 FD No - 80 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 4 < 5 12 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC204_20150225 1.9-2 FT No - 106 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 < 2 < 0.4 5.2 < 5 15 < 5 < 5 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.05 < 0.05 < 0.2 - < 0.05 < 0.05

Metals PAHs

LOR

Asbestos BTEXN







AEC2_17



PCBs

AEC2_1

AEC2_10

AEC2_11

AEC2_12

AEC2_2

AEC2_3

AEC2_4

AEC2_5

AEC2_6

AEC2_7

AEC2_8

AEC2_9

TRH

AEC2_13

AEC2_14

AEC2_15

AEC2_16

Units

Action Levels



Prepared by: SS

Checked by: TS





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-- -- 0 10 10 50 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 1 2 5 5 2 5 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.05 0.05 0.05 0.2 0.05 0.05 0.05

-- -- g 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/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg

5100 3800 5300 7400 120 18000 5300 15000 1900 1900

26000 20000 27000 38000 430 99000 27000 81000 11000 11000



260 NL 3 NL NL 230 NL


300 90 300* 17000 600 1200 30000 80 3 300 1 400

3000 900 3600* 240000 1500 6000 400000 730 40 4000 7 2500

Metals PAHs

LOR

Asbestos BTEXN









PCBsTRH

Units

Action Levels

25/02/2015 AEC2_18_0.1-0.2 0.1-0.2 N No - 78 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 29 25 158 24 77 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_18_0.5-0.6 0.5-0.6 N No - 106 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 8 < 5 8 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_18_1.0-1.1 1-1.1 N No - 116 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 12 < 5 12 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 QC105_20150225 1-1.1 FD No - 104 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 13 < 5 14 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_19_0.1-0.2 0.1-0.2 N No - 79 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 < 1 9 12 99 2 63 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_19_0.5-0.6 0.5-0.6 N No - 92 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 9 < 5 5 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_19_1.9-2.0 1.9-2 N No - 77 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 1 4 < 5 < 5 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_20_0.1-0.2 0.1-0.2 N No - 67 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 8 8 60 3 28 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_20_0.5_0.6 0.5-0.6 N No - 96 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 7 < 5 6 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_20_1.0-1.1 1-1.1 N No - 86 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 4 < 5 < 5 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_21_0.1-0.2 0.1-0.2 N No - 82 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 13 6 43 5 21 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_21_0.5-0.6 0.5-0.6 N No - 83 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 8 < 5 7 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_21_1.9-2.0 1.9-2 N No - 90 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 15 < 1 22 < 5 < 5 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_22_0.1-0.2 0.1-0.2 N No - 57 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 9 7 36 4 34 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_22_0.5-0.6 0.5-0.6 N No - 74 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 14 < 5 14 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_22_1.0-1.1 1-1.1 N No - 82 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 < 5 16 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_23_0.1-0.2 0.1-0.2 N No - 76 < 10 < 10 < 50 < 50 140 < 100 140 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 11 < 5 24 2 11 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_23_0.5-0.6 0.5-0.6 N No - 102 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 < 1 23 < 5 16 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_23_1.0-1.1 1-1.1 N No - 84 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 < 1 10 < 5 22 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_24_0.1-0.2 0.1-0.2 N No - 90 < 10 < 10 < 50 < 50 360 240 600 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 < 1 34 10 44 < 2 26 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_24_1.0-1.1 1-1.1 N No - 78 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 9 < 5 25 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_24_1.9-2.0 1.9-2 N No - 95 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 10 < 5 22 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_25_0.1-0.2 0.1-0.2 N No - 78 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 13 < 1 34 < 5 117 2 12 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_25_0.5-0.6 0.5-0.6 N No - 84 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 14 < 1 37 < 5 43 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_25_1.0-1.1 1-1.1 N No - 98 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 13 < 1 28 < 5 30 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 QC106_20150226 1-1.1 FD No - 77 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 < 1 27 < 5 36 < 2 < 5 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_26_0.1-0.2 0.1-0.2 N Yes Ch+Am+Cr 120 < 10 < 10 < 50 < 50 180 < 100 180 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 < 1 26 35 116 17 86 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

25/02/2015 AEC2_26_0.5-0.6 0.5-0.6 N No - 109 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 < 1 32 < 5 46 2 22 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_26_1.9-2.0 1.9-2 N No - 109 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 < 1 10 < 5 16 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 QC107_20150226 1.9-2 FD No - 118 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 < 1 10 < 5 19 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_27_0.1-0.2 0.1-0.2 N No - 88 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 18 < 1 19 < 5 46 < 2 24 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_27_0.5-0.6 0.5-0.6 N No - 90 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 15 < 1 33 < 5 26 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_27_1.0-1.1 1-1.1 N No - 64 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 25 < 5 24 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_28_0.1-0.2 0.1-0.2 N No - 102 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 21 < 1 38 9 58 2 28 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_28_0.5-0.6 0.5-0.6 N No - 75 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 43 < 1 14 7 24 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_28_1.9-2.0 1.9-2 N No - 103 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 < 1 9 < 5 18 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 QC108_20150226 0.1-0.2 FD No - 118 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 29 < 1 35 7 34 < 2 20 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_29_0.1-0.2 0.1-0.2 N No - 103 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 18 9 36 7 12 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_29_1.0-1.1 1-1.1 N No - 81 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 6 5 13 < 2 58 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_29_1.9-2.0 1.9-2 N No - 85 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 7 19 20 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEC2_30_0.1-0.2 0.1-0.2 N No - 83 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 10 11 105 6 48 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEZ_30_0.5-0.6 0.5-0.6 N No - 93 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 15 6 20 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

26/02/2015 AEZ_30_1.9-2.0 1.9-2 N No - 114 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 8 22 20 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5 < 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05

Legend:








Action Levels:

AEC2_18



AEC2_26

Exceeds the NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m & 1

m to <2 m) Sand


AEC2_27

AEC2_28

AEC2_29

AEC2_30



Exceeds the CRC Care 2011 Technical Report No. 10 Health Screening Levels (HSLs) for Direct

Contact - Recreational/Open Space 'C'



Exceeds the National Environmental Protection Measure (NEPM) 2013 HSLs for Vapour Intrusion -

Recreational/Open Space 'C' (0 m to <1 m & 1 m to <2 m) Sand


NOTE: It should be noted that naphthalene is reported twice using two different analytical methods.

The maximum concentration from each individual sample irrespective of the method has been taken

forward for discussion.


AEC2_23

AEC2_24

AEC2_25

AEC2_19

AEC2_20

AEC2_21

AEC2_22



Prepared by: SS

Checked by: TS





Sample

Location Date Sampled Sample ID Depth Range (m)

Sample

Type

25/02/2015 AEC2_1_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_1_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_1_1.9-2.0 1.9-2 N

25/02/2015 AEC2_2_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_2_1.0-1.1 1-1.1 N

25/02/2015 AEC2_2_2.0-2.1 2-2.1 N

25/02/2015 AEC2_3_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_3_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_3_1.0-1.1 1-1.1 N

25/02/2015 AEC2_4_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_4_1.0-1.1 1-1.1 N

25/02/2015 AEC2_4_1.9-2.0 1.9-2 N

25/02/2015 AEC2_5_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_5_1.0-1.1 1-1.1 N

25/02/2015 AEC2_5_1.9-2.0 1.9-2 N

25/02/2015 AEC2_6_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_6_0.5-0.6 0.5-0.2 N

25/02/2015 AEC2_6_1.0-1.1 1-1.1 N

25/02/2015 AEC2_7_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_7_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_7_1.0-1.1 1-1.1 N

25/02/2015 AEC2_8_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_8_1.0-1.1 1-1.1 N

25/02/2015 AEC2_8_1.9-2.0 1.9-2 N

25/02/2015 AEC2_9_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_9_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_9_1.9-2.0 1.9-2 N

25/02/2015 QC100_20150225 1.9-2 FD

25/02/2015 QC200_20150225 1.9-2 FT

25/02/2015 AEC2_10_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_10_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_10_1.0-1.1 1-1.1 N

25/02/2015 AEC2_11_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_11_1.0-1.1 1-1.1 N

25/02/2015 AEC2_11_1.9-2.0 1.9-2 N

25/02/2015 AEC2_12_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_12_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_12_1.9-2.0 1.9-2 N

25/02/2015 QC102_20150225 1.9-2 FD

25/02/2015 QC202_20150225 1.9-2 FT

25/02/2015 AEC2_13_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_13_1.0-1.1 1-1.1 N

25/02/2015 AEC2_13_1.9-2.0 1.9-2 N

25/02/2015 QC101_20150225 1.9-2 FD

25/02/2015 QC201_20150225 1.9-2 FT

25/02/2015 AEC2_14_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_14_1.0-1.1 1-1.1 N

25/02/2015 AEC2_14_1.9-2.0 1.9-2 N

25/02/2015 AEC2_15_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_15_0.5-0.6 0.5-0.6 N

25/02/2015 QC103_20150225 0.5-0.6 FD

25/02/2015 QC203_20150225 0.5-0.6 FT

25/02/2015 AEC2_15_1.0-1.1 1-1.1 N

25/02/2015 AEC2_16_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_16_1.0-1.1 1-1.1 N

25/02/2015 AEC2_16_1.9-2.0 1.9-2 N

25/02/2015 AEC2_17_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_17_1.0-1.1 1-1.1 N

25/02/2015 AEC2_17_1.9-2.0 1.9-2 N

25/02/2015 QC104_20150225 1.9-2 FD

25/02/2015 QC204_20150225 1.9-2 FT

LOR







AEC2_17



AEC2_1

AEC2_10

AEC2_11

AEC2_12

AEC2_2

AEC2_3

AEC2_4

AEC2_5

AEC2_6

AEC2_7

AEC2_8

AEC2_9

AEC2_13

AEC2_14

AEC2_15

AEC2_16

Units

Action Levels

gam

ma-B

HC

delt

a-B

HC

Hep

tach

lor

Ald

rin

Hep

tach

lor

ep

oxid

e

alp

ha-E

nd

osu

lfan

4.4

-DD

E

Die

ldri

n

En

dri

n

beta

-En

do

su

lfan

4.4

-DD

D

En

do

su

lfan

su

lfate

4.4

-DD

T

Hexach

loro

ben

zen

e (

HC

B)

Su

m o

f A

ldri

n +

Die

ldri

n

Su

m o

f D

DD

+ D

DE

+ D

DT

To

tal C

hlo

rdan

e (

su

m)

En

do

su

lfan

Dic

hlo

rvo

s

Dem

eto

n-S

-meth

yl

Mo

no

cro

top

ho

s

Dim

eth

oate

Dia

zin

on

Ch

lorp

yri

fos-m

eth

yl

Para

thio

n-m

eth

yl

Mala

thio

n

Fen

thio

n

Ch

lorp

yri

fos

Para

thio

n

Pir

imp

ho

s-e

thyl

Ch

lorf

en

vin

ph

os

Bro

mo

ph

os-e

thyl

Fen

am

iph

os

Pro

thio

fos

Eth

ion

Carb

op

hen

oth

ion

Azin

ph

os M

eth

yl

Mevin

ph

os (

Ph

osd

rin

)

Eth

op

rop

Ph

ora

te

Dis

ulf

oto

n

Ro

nn

el

Fen

itro

thio

n

Tri

ch

loro

nate

Sti

rop

ho

s

Pro

fen

ofo

s

Fen

su

lfo

thio

n

Co

um

ap

ho

s

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 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

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

10 20 10 10 400 70 340 250

50 100 80 45 3600 530 2000 2000

< 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

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< 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

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< 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 - - < 0.1 - < 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

OCPs OPPs



Prepared by: SS

Checked by: TS





LOR









Units

Action Levels

25/02/2015 AEC2_18_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_18_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_18_1.0-1.1 1-1.1 N

25/02/2015 QC105_20150225 1-1.1 FD

25/02/2015 AEC2_19_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_19_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_19_1.9-2.0 1.9-2 N

25/02/2015 AEC2_20_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_20_0.5_0.6 0.5-0.6 N

25/02/2015 AEC2_20_1.0-1.1 1-1.1 N

25/02/2015 AEC2_21_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_21_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_21_1.9-2.0 1.9-2 N

25/02/2015 AEC2_22_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_22_0.5-0.6 0.5-0.6 N

25/02/2015 AEC2_22_1.0-1.1 1-1.1 N

25/02/2015 AEC2_23_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_23_0.5-0.6 0.5-0.6 N

26/02/2015 AEC2_23_1.0-1.1 1-1.1 N

25/02/2015 AEC2_24_0.1-0.2 0.1-0.2 N

26/02/2015 AEC2_24_1.0-1.1 1-1.1 N

26/02/2015 AEC2_24_1.9-2.0 1.9-2 N

25/02/2015 AEC2_25_0.1-0.2 0.1-0.2 N

26/02/2015 AEC2_25_0.5-0.6 0.5-0.6 N

26/02/2015 AEC2_25_1.0-1.1 1-1.1 N

26/02/2015 QC106_20150226 1-1.1 FD

25/02/2015 AEC2_26_0.1-0.2 0.1-0.2 N

25/02/2015 AEC2_26_0.5-0.6 0.5-0.6 N

26/02/2015 AEC2_26_1.9-2.0 1.9-2 N

26/02/2015 QC107_20150226 1.9-2 FD

26/02/2015 AEC2_27_0.1-0.2 0.1-0.2 N

26/02/2015 AEC2_27_0.5-0.6 0.5-0.6 N

26/02/2015 AEC2_27_1.0-1.1 1-1.1 N

26/02/2015 AEC2_28_0.1-0.2 0.1-0.2 N

26/02/2015 AEC2_28_0.5-0.6 0.5-0.6 N

26/02/2015 AEC2_28_1.9-2.0 1.9-2 N

26/02/2015 QC108_20150226 0.1-0.2 FD

26/02/2015 AEC2_29_0.1-0.2 0.1-0.2 N

26/02/2015 AEC2_29_1.0-1.1 1-1.1 N

26/02/2015 AEC2_29_1.9-2.0 1.9-2 N

26/02/2015 AEC2_30_0.1-0.2 0.1-0.2 N

26/02/2015 AEZ_30_0.5-0.6 0.5-0.6 N

26/02/2015 AEZ_30_1.9-2.0 1.9-2 N

Legend:








Action Levels:

AEC2_18



AEC2_26


m to <2 m) Sand


AEC2_27

AEC2_28

AEC2_29

AEC2_30














AEC2_23

AEC2_24

AEC2_25

AEC2_19

AEC2_20

AEC2_21

AEC2_22

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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 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

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

10 20 10 10 400 70 340 250

50 100 80 45 3600 530 2000 2000

OCPs OPPs

< 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 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 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

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Prepared by: SS

Checked by: TS





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-- -- 0.01 10 10 50 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 1 2 5 5 2 5 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

-- -- g 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

5100 3800 5300 7400 120 18000 5300 15000 1900 1900

26000 20000 27000 38000 430 99000 27000 81000 11000 11000



260 NL 3 NL NL 230 NL


300 90 300* 17000 600 1200 30000 80 3 300

3000 900 3600* 240000 1500 6000 400000 730 40 4000Sample


26/02/2015 AEC3_1_0.1-0.2 0.1-0.2 N No - 39.1 < 10 < 10 < 50 < 50 110 < 100 110 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 7 10 42 4 36 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC3_1_1.9-2.0 1.9-2 N No - 24.6 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 18 < 5 13 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC3_2_0.1-0.2 0.1-0.2 N No - 41.8 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 10 11 35 6 24 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 QC111 0.1-0.2 FD No - 79.9 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 10 11 33 5 25 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 QC211_20150226 0.1-0.2 FT No - 56 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 4.6 < 0.4 10 11 34 5.4 25 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC3_2_0.5 - 0.6 0.5-0.6 N No - 32.8 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 7 < 5 9 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC3_3_0.5-0.6 0.5-0.6 N No - 57.4 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 4 < 5 10 < 2 12 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC3_3_1.9-2.0 1.9-2 N No - 67 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 5 < 5 < 5 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_4_0.1-0.2 0.1-0.2 N No - 41.7 < 10 < 10 < 50 < 50 130 < 100 130 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 9 11 51 < 2 17 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_4_1.0-1.1 1-1.1 N No - 31.6 < 10 < 10 < 50 < 50 100 < 100 100 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 8 < 5 26 < 2 13 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_5_0.5-0.6 0.5-0.6 N No - 68.8 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 < 5 8 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_5_1.5-1.6 1.5-1.6 N No - 121 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 4 < 5 11 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 QC112_20150227 1.5-1.6 FD No - 43.2 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 3 < 5 < 5 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 QC212_20150227 1.5-1.6 FT No - 65 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 < 2 < 0.4 < 5 < 5 6.4 < 5 < 5 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_6_0.5-0.6 0.5-0.6 N No - 85.2 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 < 5 8 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_6_1.5-1.6 1.5-1.6 N No - 94.1 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 3 < 5 8 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_7_0.1-0.2 0.1-0.2 N No - 79.9 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 7 < 5 17 2 12 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_7_1.0-1.1 1-1.1 N No - 96.6 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 < 5 9 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_8_0.1-0.2 0.1-0.2 N No - 113 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 5 16 < 2 30 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_8_1.5-1.6 1.5-1.6 N No - 81.1 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 11 < 5 7 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 QC113_20150227 1.5-1.6 FD No - 86.4 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 12 < 5 7 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_9_0.1-0.2 0.1-0.2 N No - 105 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 8 26 57 4 79 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_9_1.0-1.1 1-1.1 N No - 73.5 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 14 < 5 25 < 2 12 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_10_0.1-0.2 0.1-0.2 N No - 75.8 < 10 < 10 90 90 200 < 100 290 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 9 7 89 2 36 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_10_0.5-0.6 0.5-0.6 N No - 91.4 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 11 < 5 19 < 2 9 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_11_0.1-0.2 0.1-0.2 N No - 55.6 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 23 < 5 22 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_11_0.5-0.6 0.5-0.6 N No - 41.4 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 12 < 1 24 6 29 < 2 9 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_12_0.1-0.2 0.1-0.2 N No - 33 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 11 7 42 2 18 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_12_0.9-1.0 0.9-1 N No - 49.6 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 13 < 5 23 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_13_0.1-0.2 0.1-0.2 N No - 49 29 29 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 14 6 38 < 2 23 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC3_13_0.5-0.6 0.5-0.6 N No - 33.4 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 25 < 5 22 < 2 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

Legend:








Action Levels:

AEC3_9




PAHs

LOR

Asbestos BTEXN Metals



AEC3_13



AEC3_7

AEC3_8





TRH


Units

Action Levels







Contact - Recreational/Open Space 'C'Exceeds the CRC Care 2011 Technical Report No. 10 HSLs for Direct Contact -

Commercial/Industrial 'D'Exceeds the National Environmental Protection Measure (NEPM) 2013 HSLs for Vapour

Intrusion - Recreational/Open Space 'C' (0 m to <1 m & 1 m to <2 m) SandExceeds the NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m &

1 m to <2 m) Sand

AEC3_1

AEC3_10

AEC3_11

AEC3_12

AEC3_2

AEC3_3

AEC3_4

AEC3_5

AEC3_6



Prepared by: SS

Checked by: TS





Sample


26/02/2015 AEC3_1_0.1-0.2 0.1-0.2 N

26/02/2015 AEC3_1_1.9-2.0 1.9-2 N

26/02/2015 AEC3_2_0.1-0.2 0.1-0.2 N

26/02/2015 QC111 0.1-0.2 FD

26/02/2015 QC211_20150226 0.1-0.2 FT

26/02/2015 AEC3_2_0.5 - 0.6 0.5-0.6 N

26/02/2015 AEC3_3_0.5-0.6 0.5-0.6 N

26/02/2015 AEC3_3_1.9-2.0 1.9-2 N

27/02/2015 AEC3_4_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_4_1.0-1.1 1-1.1 N

27/02/2015 AEC3_5_0.5-0.6 0.5-0.6 N

27/02/2015 AEC3_5_1.5-1.6 1.5-1.6 N

27/02/2015 QC112_20150227 1.5-1.6 FD

27/02/2015 QC212_20150227 1.5-1.6 FT

27/02/2015 AEC3_6_0.5-0.6 0.5-0.6 N

27/02/2015 AEC3_6_1.5-1.6 1.5-1.6 N

27/02/2015 AEC3_7_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_7_1.0-1.1 1-1.1 N

27/02/2015 AEC3_8_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_8_1.5-1.6 1.5-1.6 N

27/02/2015 QC113_20150227 1.5-1.6 FD

27/02/2015 AEC3_9_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_9_1.0-1.1 1-1.1 N

27/02/2015 AEC3_10_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_10_0.5-0.6 0.5-0.6 N

27/02/2015 AEC3_11_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_11_0.5-0.6 0.5-0.6 N

27/02/2015 AEC3_12_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_12_0.9-1.0 0.9-1 N

27/02/2015 AEC3_13_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_13_0.5-0.6 0.5-0.6 N

Legend:








Action Levels:

AEC3_9




LOR



AEC3_13



AEC3_7

AEC3_8






Units

Action Levels










1 m to <2 m) Sand

AEC3_1

AEC3_10

AEC3_11

AEC3_12

AEC3_2

AEC3_3

AEC3_4

AEC3_5

AEC3_6

To

tal

Po

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lori

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d b

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Aro

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r 1016

Aro

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r 1260

Aro

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1232

Aro

ch

lor

1242

Aro

ch

lor

1248

Aro

ch

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1254

cis

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Hep

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0.1 0.5 0.5 0.5 0.5 0.5 0.5 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 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05


1 400 10 20 10 10 400 70 340

7 2500 50 100 80 45 3600 530 2000

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 -

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 1.49 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 1.49 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 0.34 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 0.34 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 -

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 0.17 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 0.17 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 0.09 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 0.09 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

OCPsPCBs



Prepared by: SS

Checked by: TS





Sample


26/02/2015 AEC3_1_0.1-0.2 0.1-0.2 N

26/02/2015 AEC3_1_1.9-2.0 1.9-2 N

26/02/2015 AEC3_2_0.1-0.2 0.1-0.2 N

26/02/2015 QC111 0.1-0.2 FD

26/02/2015 QC211_20150226 0.1-0.2 FT

26/02/2015 AEC3_2_0.5 - 0.6 0.5-0.6 N

26/02/2015 AEC3_3_0.5-0.6 0.5-0.6 N

26/02/2015 AEC3_3_1.9-2.0 1.9-2 N

27/02/2015 AEC3_4_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_4_1.0-1.1 1-1.1 N

27/02/2015 AEC3_5_0.5-0.6 0.5-0.6 N

27/02/2015 AEC3_5_1.5-1.6 1.5-1.6 N

27/02/2015 QC112_20150227 1.5-1.6 FD

27/02/2015 QC212_20150227 1.5-1.6 FT

27/02/2015 AEC3_6_0.5-0.6 0.5-0.6 N

27/02/2015 AEC3_6_1.5-1.6 1.5-1.6 N

27/02/2015 AEC3_7_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_7_1.0-1.1 1-1.1 N

27/02/2015 AEC3_8_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_8_1.5-1.6 1.5-1.6 N

27/02/2015 QC113_20150227 1.5-1.6 FD

27/02/2015 AEC3_9_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_9_1.0-1.1 1-1.1 N

27/02/2015 AEC3_10_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_10_0.5-0.6 0.5-0.6 N

27/02/2015 AEC3_11_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_11_0.5-0.6 0.5-0.6 N

27/02/2015 AEC3_12_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_12_0.9-1.0 0.9-1 N

27/02/2015 AEC3_13_0.1-0.2 0.1-0.2 N

27/02/2015 AEC3_13_0.5-0.6 0.5-0.6 N

Legend:








Action Levels:

AEC3_9




LOR



AEC3_13



AEC3_7

AEC3_8






Units

Action Levels










1 m to <2 m) Sand

AEC3_1

AEC3_10

AEC3_11

AEC3_12

AEC3_2

AEC3_3

AEC3_4

AEC3_5

AEC3_6

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0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5


250

2000

< 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

< 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

< 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

OPPs



Prepared by: SS

Checked by: TS





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-- -- 0.01 10 10 50 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 1 2 5 5 2 5 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

-- -- g 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

5100 3800 5300 7400 120 18000 5300 15000 1900 1900

26000 20000 27000 38000 430 99000 27000 81000 11000 11000



260 NL 3 NL NL 230 NL


300 90 300* 17000 600 1200 30000 80 3 300

3000 900 3600* 240000 1500 6000 400000 730 40 4000Sample


27/02/2015 AEC4_1_0.1-0.2 0.1-0.2 N No - 90.8 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 4 < 5 10 < 2 14 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_1_0.5-0.6 0.5-0.6 N No - 136 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 19 8 30 7 33 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_2_0.1-0.2 0.1-0.2 N No - 68.4 < 10 < 10 < 50 < 50 620 390 1010 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 31 87 1470 21 337 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.5 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 1

27/02/2015 AEC4_2_0.5-0.6 0.5-0.6 N Yes Ch 88.4 < 10 < 10 < 50 < 50 400 240 640 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 21 43 823 14 188 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_3_0.1-0.2 0.1-0.2 N No - 143 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 12 8 43 5 30 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 0.5 < 0.5 1.2 1.1 0.5 0.6 - < 0.5 0.6 < 0.5 < 0.5 0.5 1.3 5.7

27/02/2015 AEC4_3_0.3-0.4 0.3-0.4 N No - 137 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 12 13 33 6 524 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.6 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 0.6

27/02/2015 AEC4_4_0.1-0.2 0.1-0.2 N No - 43.6 < 10 < 10 < 50 < 50 260 150 410 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 18 11 69 5 59 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_4_1.0-1.1 1-1.1 N No - 95.7 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 1 19 < 5 27 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_5_0.5-0.6 0.5-0.6 N No - 65.5 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 15 < 5 14 2 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_5_1.2-1.3 1.2-1.3 N No - 88.3 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 20 10 12 < 2 7 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 QC100 1.2-1.3 FD No - 86 < 10 < 10 < 50 < 50 180 120 300 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 1 22 15 14 2 10 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_6_0.1-0.2 0.1-0.2 N No - 69.2 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 15 16 155 6 56 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_6_0.5-0.6 0.5-0.6 N No - 101 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 25 6 23 6 10 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_7_0.1-0.2 0.1-0.2 N No - 41.4 < 10 < 10 < 50 < 50 160 < 100 160 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 10 17 191 4 106 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_7_0.5-0.6 0.5-0.6 N No - 45.2 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 11 < 5 15 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_8_0.1-0.2 0.1-2 N No - 85.4 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 13 < 5 17 < 2 12 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_8_1.0-1.1 1-1.1 N No - 36.3 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 1 15 10 14 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 QC102 1-1.1 FD No - 112 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 16 < 5 15 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_9_0.5-0.6 0.5-0.6 N No - 104 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 10 7 31 4 31 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_9_0.8-0.9 0.8-0.9 N No - 104 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 12 13 24 2 22 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_10_0.1-0.2 0.1-0.2 N No - 58.3 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 10 8 35 8 35 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_10_1.0-1.1 1-1.1 N No - 30.1 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 < 1 15 < 5 19 5 7 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 QC114_20150227 1-1.1 FD No - 35.4 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 < 1 14 < 5 18 4 8 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_11_0.1-0.2 0.1-0.2 N No - 32.5 < 10 < 10 < 50 < 50 250 120 370 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 8 5 51 < 2 21 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_11_0.6-0.7 0.6-0.7 N No - 90.6 < 10 < 10 < 50 < 50 110 < 100 110 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 7 < 1 19 < 5 21 < 2 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 QC101 0.6-0.7 FD No - 102 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 8 < 1 30 < 5 19 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_12_0.1-0.2 0.1-0.2 N No - 66.3 < 10 < 10 < 50 < 50 180 < 100 180 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 9 < 5 34 < 2 22 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_12_0.5-0.6 0.5-0.6 N No - 78 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 27 < 5 13 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 QC200 0.5-0.6 FD No - 54 < 20 < 20 < 50 < 50 < 100 < 100 - < 0.1 < 0.1 < 0.1 < 0.2 < 0.1 < 0.3 - < 0.5 5.8 < 0.4 23 < 5 11 < 5 < 5 < 0.05 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_13_0.5-0.6 0.5-0.6 N No - 132 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 6 < 5 12 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_13_1.0-1.1 1-1.1 N No - 103 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 6 < 1 16 < 5 12 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_14_0.1-0.7 0.1-0.2 N No - 31.2 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 11 < 1 8 15 27 2 24 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

27/02/2015 AEC4_14_1.5-1.6 1.5-1.6 N No - 44.1 < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 7 < 5 14 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

Legend:








Action Levels:

AEC4_12

AEC4_11

AEC4_7

AEC4_5

AEC4_6

AEC4_9



1 m to <2 m) Sand


















AEC4_14

AEC4_8


AEC4_13

AEC4_1

AEC4_2

AEC4_3

AEC4_4

AEC4_10

TRH




PAHsMetalsBTEXN

Units

Action Levels

LOR

Asbestos



Prepared by: SS

Checked by: TS





Sample


27/02/2015 AEC4_1_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_1_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_2_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_2_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_3_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_3_0.3-0.4 0.3-0.4 N

27/02/2015 AEC4_4_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_4_1.0-1.1 1-1.1 N

27/02/2015 AEC4_5_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_5_1.2-1.3 1.2-1.3 N

27/02/2015 QC100 1.2-1.3 FD

27/02/2015 AEC4_6_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_6_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_7_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_7_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_8_0.1-0.2 0.1-2 N

27/02/2015 AEC4_8_1.0-1.1 1-1.1 N

27/02/2015 QC102 1-1.1 FD

27/02/2015 AEC4_9_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_9_0.8-0.9 0.8-0.9 N

27/02/2015 AEC4_10_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_10_1.0-1.1 1-1.1 N

27/02/2015 QC114_20150227 1-1.1 FD

27/02/2015 AEC4_11_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_11_0.6-0.7 0.6-0.7 N

27/02/2015 QC101 0.6-0.7 FD

27/02/2015 AEC4_12_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_12_0.5-0.6 0.5-0.6 N

27/02/2015 QC200 0.5-0.6 FD

27/02/2015 AEC4_13_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_13_1.0-1.1 1-1.1 N

27/02/2015 AEC4_14_0.1-0.7 0.1-0.2 N

27/02/2015 AEC4_14_1.5-1.6 1.5-1.6 N

Legend:








Action Levels:

AEC4_12

AEC4_11

AEC4_7

AEC4_5

AEC4_6

AEC4_9



1 m to <2 m) Sand


















AEC4_14

AEC4_8


AEC4_13

AEC4_1

AEC4_2

AEC4_3

AEC4_4

AEC4_10




Units

Action Levels

LOR

To

tal

Po

lych

lori

nate

d b

iph

en

yls

Aro

clo

r 1016

Aro

clo

r 1260

Aro

ch

lor

1232

Aro

ch

lor

1242

Aro

ch

lor

1248

Aro

ch

lor

1254

cis

-Ch

lord

an

e

En

dri

n a

ldeh

yd

e

En

dri

n k

eto

ne

Meth

oxych

lor

tran

s-C

hlo

rdan

e

alp

ha-B

HC

beta

-BH

C

gam

ma-B

HC

delt

a-B

HC

Hep

tach

lor

Ald

rin

Hep

tach

lor

ep

oxid

e

alp

ha-E

nd

osu

lfan

4.4

-DD

E

Die

ldri

n

En

dri

n

beta

-En

do

su

lfan

4.4

-DD

D

En

do

su

lfan

su

lfate

4.4

-DD

T

Hexach

loro

ben

zen

e (

HC

B)

Su

m o

f A

ldri

n +

Die

ldri

n

Su

m o

f D

DD

+ D

DE

+ D

DT

To

tal

Ch

lord

an

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m)

En

do

su

lfan

0.1 0.5 0.5 0.5 0.5 0.5 0.5 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 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05


1 400 10 20 10 10 400 70 340

7 2500 50 100 80 45 3600 530 2000

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - < 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 < 0.05 < 0.05 < 0.05 < 0.05 - - < 0.1 -

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

< 0.1 - - - - - - < 0.05 < 0.05 < 0.05 < 0.2 0.07 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 0.07 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 0.07 < 0.05 0.07 < 0.05

< 0.1 - - - - - - < 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 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05

PCBs OCPs



Prepared by: SS

Checked by: TS





Sample


27/02/2015 AEC4_1_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_1_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_2_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_2_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_3_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_3_0.3-0.4 0.3-0.4 N

27/02/2015 AEC4_4_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_4_1.0-1.1 1-1.1 N

27/02/2015 AEC4_5_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_5_1.2-1.3 1.2-1.3 N

27/02/2015 QC100 1.2-1.3 FD

27/02/2015 AEC4_6_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_6_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_7_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_7_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_8_0.1-0.2 0.1-2 N

27/02/2015 AEC4_8_1.0-1.1 1-1.1 N

27/02/2015 QC102 1-1.1 FD

27/02/2015 AEC4_9_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_9_0.8-0.9 0.8-0.9 N

27/02/2015 AEC4_10_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_10_1.0-1.1 1-1.1 N

27/02/2015 QC114_20150227 1-1.1 FD

27/02/2015 AEC4_11_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_11_0.6-0.7 0.6-0.7 N

27/02/2015 QC101 0.6-0.7 FD

27/02/2015 AEC4_12_0.1-0.2 0.1-0.2 N

27/02/2015 AEC4_12_0.5-0.6 0.5-0.6 N

27/02/2015 QC200 0.5-0.6 FD

27/02/2015 AEC4_13_0.5-0.6 0.5-0.6 N

27/02/2015 AEC4_13_1.0-1.1 1-1.1 N

27/02/2015 AEC4_14_0.1-0.7 0.1-0.2 N

27/02/2015 AEC4_14_1.5-1.6 1.5-1.6 N

Legend:








Action Levels:

AEC4_12

AEC4_11

AEC4_7

AEC4_5

AEC4_6

AEC4_9



1 m to <2 m) Sand


















AEC4_14

AEC4_8


AEC4_13

AEC4_1

AEC4_2

AEC4_3

AEC4_4

AEC4_10




Units

Action Levels

LOR

Dic

hlo

rvo

s

Dem

eto

n-S

-meth

yl

Mo

no

cro

top

ho

s

Dim

eth

oate

Dia

zin

on

Ch

lorp

yri

fos-m

eth

yl

Para

thio

n-m

eth

yl

Mala

thio

n

Fen

thio

n

Ch

lorp

yri

fos

Para

thio

n

Pir

imp

ho

s-e

thyl

Ch

lorf

en

vin

ph

os

Bro

mo

ph

os-e

thyl

Fen

am

iph

os

Pro

thio

fos

Eth

ion

Carb

op

hen

oth

ion

Azin

ph

os M

eth

yl

Mevin

ph

os (

Ph

osd

rin

)

Eth

op

rop

Ph

ora

te

Dis

ulf

oto

n

Ro

nn

el

Fen

itro

thio

n

Tri

ch

loro

nate

Sti

rop

ho

s

Pro

fen

ofo

s

Fen

su

lfo

thio

n

Co

um

ap

ho

s

0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5


250

2000

< 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

< 0.5 - < 10 < 0.5 < 0.5 - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 - - - - < 0.5 - - < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 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 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -

OPPs



Prepared by: SS

Checked by: TS





C6

- C

10

Fra

cti

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C6

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10

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min

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10 10 50 50 100 100 50 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5 1 2 5 5 2 5 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

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

5100 3800 5300 7400 120 18000 5300 15000 1900 1900

26000 20000 27000 38000 430 99000 27000 81000 11000 11000



260 NL 3 NL NL 230 NL


300 90 300* 17000 600 1200 30000 80 3 300

3000 900 3600* 240000 1500 6000 400000 730 40 4000

Sample


Depth Range

(m)

Sample

Type

26/02/2015 AEC5_1_0.1-0.2 0.1-0.2 N < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 18 < 1 15 47 517 12 170 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC5_1_1.3-1.4 1.3-1.4 N < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 < 1 10 13 47 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 0.5 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 1

26/02/2015 AEC5_2_0.5-0.6 0.5-0.6 N < 10 < 10 < 50 < 50 870 430 1300 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 5 < 1 9 6 19 < 2 13 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 QC109_20150226 0.5-0.6 FD < 10 < 10 < 50 < 50 1610 660 2270 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5 < 1 16 14 41 3 24 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC5_2_1.0-1.1 1-1.1 N 88 84 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 0.8 2.7 < 0.5 2.7 3.5 < 1 7 < 1 19 8 23 < 2 < 5 < 0.1 0.6 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 0.6

26/02/2015 AEC5_3_0.1-0.2 0.1-0.2 N < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 16 < 1 14 46 538 9 178 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC5_3_0.5-0.6 0.5-0.6 N < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 < 1 16 7 34 2 9 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC5_4_0.1-0.2 0.1-0.2 N < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 16 < 1 15 80 693 11 338 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

26/02/2015 AEC5_4_1.3-1.4 0.5-0.6 N < 10 < 10 < 50 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 9 < 1 20 9 19 < 2 < 5 < 0.1 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 1.2 < 0.5

Legend:








Action Levels:

PAHs

LOR

BTEXN MetalsTRH

Units

Action Levels




AEC5_1



AEC5_2

AEC5_3

AEC5_4
















m to <2 m) Sand


NOTE: It should be noted that naphthalene is reported twice using two different analytical methods. The

maximum concentration from each individual sample irrespective of the method has been taken forward

for discussion.



Prepared by: SS

Checked by: TS

Table 11: Groundwater Gauging Data




Well ID Gauging DateDepth to Well

Bottom

Stabilised Depth

to GWDepth to LNAPL

LNAPL

ThicknessmBTOC mBTOC mBTOC m

MW_AEC2 05-Mar-15 6.410 4.130 ND NA Ok

MW_AEC3 05-Mar-15 6.940 3.110 ND NA Ok

MW_AEC4_1 05-Mar-15 5.380 2.120 ND NA Ok

MW_AEC4_2 05-Mar-15 5.040 4.030 ND NA Ok

MW_AEC5_1 05-Mar-15 5.000 0.655 ND NA Ok

MW_AEC5_2 05-Mar-15 5.000 0.649 0.647 0.002 Ok

Legend:

mBTOC - metres below top of casing

GW - Groundwater

LNAPL = light non-aqueous phase liquid

ND - Not detected

NA - Not applicable

Well Head Condition



Prepared by: SS

Checked by: TS

Table 12: Groundwater Quality Data – Field Parameters




Well ID Field Analysis Dissolved Oxygen Dissolved Oxygen

Electrical

Conductivity TDS (1)

pH Redox (Er)

Redox Potential

(Eh) (2) Temperature Well Head PID Description

Date (%) (ppm) (µS/cm) (mg/L) (mV) (mV) (oC) Reading (ppm)

MW_AEC2 05-Mar-15 10.40 0.93 342.6 205.56 5.74 624.0 830.0 19.79 0.0 Clear, no odour, no sheen.

MW_AEC3 05-Mar-15 19.20 1.69 220.7 132.42 4.84 203.6 409.6 20.42 0.0 Light brown, moderate turbidity, no odour, no sheen.

MW_AEC4_1 05-Mar-15 6.40 0.55 387.1 232.26 4.63 53.1 259.1 21.41 0.0 Clear, no odour, no sheen.

MW_AEC4_2 05-Mar-15 4.30 0.32 871.2 522.72 4.09 156.5 362.5 20.09 0.0 Clear, no odour, no sheen.

MW_AEC5_1 05-Mar-15 5.20 0.50 567.4 340.44 4.55 163.2 369.2 20.22 0.0 Brown, moderate turbidity, no odour, no sheen.

MW_AEC5_2 05-Mar-15 4.30 0.41 521.1 312.66 4.52 174.1 380.1 20.30 0.0 Brown, HC odour, LNAPL present.

Legend:

(1) TDS approximated as Electrical Conductivity x 0.6

(2) Redox Potential measured with aAg/AgCl sensor electrode (Er) at approximately 20°C and converted to Eh by Eh = Er + 206 mV.

TDS = Total Dissolved Solids

PID - Photo-ionisation detector

LNAPL - Light non-aqueous phase liquid

HC - Hydrocarbon

ppm - parts per million

µS/cm - micro siemens per centimetre

mg/L - milligrams per litre

mV - millivolts

Er - Reference electrode

Eh - Potential redox



Prepared by: SS

Checked by: TS

Table 13: Groundwater Analytical Results




C6 -

C9 F

racti

on

C10 -

C14 F

racti

on

C15 -

C28 F

racti

on

C29 -

C36 F

racti

on

C10 -

C36 F

racti

on

C6 -

C10 F

racti

on

C6 -

C10 F

racti

on

min

us B

TE

X (

F1)

>C

10 -

C16 F

racti

on

>C

10 -

C16 F

racti

on

min

us N

ap

hth

ale

ne (

F2)

>C

16 -

C34 F

racti

on

>C

34 -

C40 F

racti

on

>C

10 -

C40 F

racti

on

(su

m)

Ben

zen

e

To

luen

e

Eth

ylb

en

zen

e

m&

p-X

yle

ne

ort

ho

-Xyle

ne

To

tal

Xyle

nes

Su

m o

f B

TE

X

Nap

hth

ale

ne

Ars

en

ic

Cad

miu

m

Ch

rom

ium

Co

pp

er

Lead

Nic

kel

Zin

c

Merc

ury

Nap

hth

ale

ne

20 50 100 50 50 20 20 100 100 100 100 100 1 2 2 2 2 2 1 5 0.001 0.0001 0.001 0.001 0.001 0.001 0.005 0.0001 1.0

ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l ug/l

500 50 0.0007 0.0044* 0.0013 0.0044 0.007 0.015 0.0001 50


6000 NL 5000 NL NL NL NL NL

1 800 300 600 0.01 0.002 0.002 2 0.01 0.02 0.001

Sample Location Date Sampled Sample ID

Depth Range

(mbtoc)

Sample

Type

MW_AEC2 2/03/2015 MW_AEC2 4.130 N < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 0.004 0.010 0.005 0.003 0.033 < 0.0001 < 1.0

MW_AEC3 2/03/2015 MW_AEC3 3.110 N < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 0.011 0.0017 0.056 0.147 0.060 0.042 0.431 < 0.0001 < 1.0

2/03/2015 MW_AEC4_1 2.120 N < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 0.016 < 0.0001 0.003 0.007 0.004 0.004 0.160 < 0.0001 < 1.0

2/03/2015 QC100_20150302 2.120 FD < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 0.016 < 0.0001 0.003 0.006 0.003 0.003 0.063 < 0.0001 < 1.0

2/03/2015 MW_AEC4_2 4.030 N < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 0.002 < 0.0001 0.002 0.012 0.002 0.015 0.081 < 0.0001 < 1.0

2/03/2015 QC200_20150302 4.030 FD < 20 < 50 < 100 < 100 < 100 < 20 < 20 < 50 < 50 < 100 < 100 - < 1 < 1 < 1 < 1 < 1 < 3 - < 20 0.017 < 0.0005 0.032 0.047 0.026 0.015 0.11 < 0.0001 < 1.0

MW_AEC5_1 2/03/2015 MW_AEC5_1 0.655 N < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 0.001 < 0.0001 0.002 0.006 0.007 0.015 0.074 < 0.0001 < 1.0

Legend:







Action Levels:

LOR

Units

TPH TRH

MW_AEC4_1

Metals




ug/l: micrograms per litre

BTEXN

mbtoc: metres below top of casing


NHMRC 2011 Australian Drinking Water Guidelines


ANZECC 2000 Marine Water 95%

MW_AEC4_2


mg/l: milligrams per litre



National Health and Medical Research Council (NHMRC), 2011, Australian Drinking

Water Guidelines based on health considerations

National Environmental Protection Council (NEPC) 2013 Groundwater Health

Screening Levels (HSL) 'C' for Vapour Intrusion-Recreational/Open Space (sand) 4 m to

<8 m

Australian and New Zealand Environment Conservation Council (ANZECC), 2000,

Australian and New Zealand Guidelines for Fresh and Marine Water Quality. Protection

of Aquatic Ecosystems Marine Water 95% Level of Protection

NEPC 2013 Groundwater HSLs 'D' for Vapour Intrusion- Commercial/Industrial (sand) 4

m to <8 m

Excceds both the ANZECC 2000 and the NHMRC 2011 Guidelines



Prepared by: SS

Checked by: TS






Depth Range

(mbtoc)

Sample

Type

MW_AEC2 2/03/2015 MW_AEC2 4.130 N

MW_AEC3 2/03/2015 MW_AEC3 3.110 N

2/03/2015 MW_AEC4_1 2.120 N

2/03/2015 QC100_20150302 2.120 FD

2/03/2015 MW_AEC4_2 4.030 N

2/03/2015 QC200_20150302 4.030 FD

MW_AEC5_1 2/03/2015 MW_AEC5_1 0.655 N

Legend:







Action Levels:

LOR

Units

MW_AEC4_1










MW_AEC4_2









<8 m





m to <8 m


Acen

ap

hth

yle

ne

Acen

ap

hth

en

e

Flu

ore

ne

Ph

en

an

thre

ne

An

thra

cen

e

Flu

ora

nth

en

e

Pyre

ne

Ben

z(a

)an

thra

cen

e

Ch

rysen

e

Ben

zo

(k)f

luo

ran

then

e

Ben

zo

(a)p

yre

ne

Ind

en

o(1

.2.3

.cd

)pyre

ne

Dib

en

z(a

.h)a

nth

racen

e

Ben

zo

(g.h

.i)p

ery

len

e

Su

m o

f P

AH

s

Ben

zo

(a)p

yre

ne T

EQ

(zero

)

cis

-Ch

lord

an

e

En

dri

n a

ldeh

yd

e

En

dri

n k

eto

ne

Meth

oxych

lor

tran

s-C

hlo

rdan

e

alp

ha-B

HC

beta

-BH

C

gam

ma-B

HC

delt

a-B

HC

Hep

tach

lor

Ald

rin

Hep

tach

lor

ep

oxid

e

alp

ha-E

nd

osu

lfan

4.4

-DD

E

1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 0.5 0.5 0.5 0.5 0.5 2.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5

ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l

0.001 0.3

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

< 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 - - - - - - - - - - - - - - -

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 - - - - - - - - - - - - - -

OCPsPAHs



Prepared by: SS

Checked by: TS






Depth Range

(mbtoc)

Sample

Type

MW_AEC2 2/03/2015 MW_AEC2 4.130 N

MW_AEC3 2/03/2015 MW_AEC3 3.110 N

2/03/2015 MW_AEC4_1 2.120 N

2/03/2015 QC100_20150302 2.120 FD

2/03/2015 MW_AEC4_2 4.030 N

2/03/2015 QC200_20150302 4.030 FD

MW_AEC5_1 2/03/2015 MW_AEC5_1 0.655 N

Legend:







Action Levels:

LOR

Units

MW_AEC4_1










MW_AEC4_2









<8 m





m to <8 m


PCBs

Die

ldri

n

En

dri

n

Ald

rin

+ D

ield

rin

beta

-En

do

su

lfan

4.4

-DD

D

En

do

su

lfan

su

lfate

4.4

-DD

T

Su

m o

f D

DD

+ D

DE

+ D

DT

To

tal

Ch

lord

an

e (

su

m)

Dic

hlo

rvo

s

Dem

eto

n-S

-meth

yl

Mo

no

cro

top

ho

s

Dim

eth

oate

Dia

zin

on

Ch

lorp

yri

fos-m

eth

yl

Para

thio

n-m

eth

yl

Mala

thio

n

Fen

thio

n

Ch

lorp

yri

fos

Para

thio

n

Pir

imp

ho

s-e

thyl

Ch

lorf

en

vin

ph

os

Bro

mo

ph

os-e

thyl

Fen

am

iph

os

Pro

thio

fos

Eth

ion

Carb

op

hen

oth

ion

Azin

ph

os M

eth

yl

To

tal

Po

lych

lori

nate

d b

iph

en

yls

0.5 0.5 Calculated 0.5 0.5 0.5 2.0 0.5 0.5 0.5 0.5 2.0 0.5 0.5 0.5 2.0 0.5 0.5 0.5 2.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1

ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l

0.004 0.009

0.3 9 2 5 7 4 70 7 10 20 2 4

< 0.5 < 0.5 ND < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 1.0

< 0.5 < 0.5 ND < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 1.0

< 0.5 < 0.5 ND < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 1.0

< 0.5 < 0.5 ND < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 1.0

< 0.5 < 0.5 ND < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 1.0

- - - - - - - - - - - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - - - - - - - - - - -

OPPs



Prepared by: SS

Checked by: TS

Table 14. QA/QC Analytical Results - Trip Blanks




TPH Metals

C6 -

C9 F

racti

on

C6 -

C10 F

racti

on

C6 -

C10 F

racti

on

min

us B

TE

X (

F1)

Ben

zen

e

To

luen

e

Eth

ylb

en

zen

e

m&

p-X

yle

ne

ort

ho

-Xyle

ne

To

tal X

yle

nes

Su

m o

f B

TE

X

Nap

hth

ale

ne

Lead

10 10 10 0.2 0.5 0.5 0.5 0.5 0.5 0.2 1 5

mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgSample


Sample

Type

25/02/2015 TRIP BLANK 1 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

25/02/2015 TRIP BLANK 2 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

25/02/2015 TRIP BLANK 3 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

26/02/2015 TRIP BLANK 4 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

26/02/2015 TRIP BLANK 5 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

26/02/2015 TRIP BLANK 6 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

27/02/2015 TRIP BLANK 7 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

27/02/2015 TRIP BLANK 8 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

27/02/2015 TRIP BLANK 9 TB < 10 < 10 < 10 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 < 5

Legend:

TB: Trip blank





QAQC: Quality assurance/Quality control

QAQC



BTEXNTRH

chemical_name

LOR

Units



Prepared by: SS

Checked by: TS

Table 15. QA/QC Analytical Results - Rinsate and Field Blanks




C6 -

C9 F

racti

on

C10 -

C14 F

racti

on

C15 -

C28 F

racti

on

C29 -

C36 F

racti

on

C10 -

C36 F

racti

on

C6 -

C10 F

racti

on

C6 -

C10 F

racti

on

min

us B

TE

X (

F1)

>C

10 -

C16 F

racti

on

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10 -

C16 F

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on

min

us N

ap

hth

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16 -

C34 F

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34 -

C40 F

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(su

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Merc

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LOR 20 50 100 50 50 20 20 100 100 100 100 100 1 2 2 2 2 2 1 5 0.001 0.0001 0.001 0.001 0.001 0.001 0.005 0.0001

Units ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l

Sample Location Date Sampled Sample ID Sample Type

QAQC 25/02/2015 QC300_20150225 RB < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 < 0.001 < 0.001 < 0.001 < 0.001 < 0.005 < 0.0001

QAQC 25/02/2015 QC400_20150225 FB < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 < 0.001 < 0.001 < 0.001 < 0.001 0.007 < 0.0001

QAQC 26/02/2015 QC301_20150226 RB < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 < 0.001 < 0.001 < 0.001 < 0.001 < 0.005 < 0.0001

QAQC 26/02/2015 QC401_20150226 FB < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 < 0.001 < 0.001 < 0.001 < 0.001 < 0.005 < 0.0001

QAQC 27/02/2015 QC302_27/2/15 RB < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 < 0.001 < 0.001 < 0.001 < 0.001 < 0.005 < 0.0001

QAQC 27/02/2015 QC402_27/2/15 FB < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 < 0.001 < 0.001 < 0.001 < 0.001 < 0.005 < 0.0001

QAQC 2/03/2015 QC303_20150302 RB < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 < 0.001 < 0.001 < 0.001 < 0.001 0.005 < 0.0001

QAQC 2/03/2015 QC403_20150302 FB < 20 < 50 < 100 < 50 < 50 < 20 < 20 < 100 < 100 < 100 < 100 < 100 < 1 < 2 < 2 < 2 < 2 < 2 < 1 < 5 < 0.001 < 0.0001 < 0.001 < 0.001 < 0.001 < 0.001 < 0.005 < 0.0001

Legend:












RB: Rinsate Blank

FB: Field blank


-': Not analysed

TPH TRH MetalsBTEXN



Prepared by: SS

Checked by: TS





LOR

Units


QAQC 25/02/2015 QC300_20150225 RB

QAQC 25/02/2015 QC400_20150225 FB

QAQC 26/02/2015 QC301_20150226 RB

QAQC 26/02/2015 QC401_20150226 FB

QAQC 27/02/2015 QC302_27/2/15 RB

QAQC 27/02/2015 QC402_27/2/15 FB

QAQC 2/03/2015 QC303_20150302 RB

QAQC 2/03/2015 QC403_20150302 FB

Legend:












RB: Rinsate Blank

FB: Field blank


-': Not analysed

Nap

hth

ale

ne

Acen

ap

hth

yle

ne

Acen

ap

hth

en

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Flu

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ne

Ph

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an

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An

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Flu

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Pyre

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Ben

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Ch

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Ben

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Ben

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Ind

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Meth

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Hep

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1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 1.0 1.0 1.0 0.5 0.5 0.5 0.5 0.5 2.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 2.0 0.5 0.5

ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 - - - - - - - - - - - - - - - - - - - - - -

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 - - - - - - - - - - - - - - - - - - - - - -

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 - - - - - - - - - - - - - - - - - - - - - -

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 - - - - - - - - - - - - - - - - - - - - - -

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 - - - - - - - - - - - - - - - - - - - - - -

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 - - - - - - - - - - - - - - - - - - - - - -

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5

< 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 0.5 < 1.0 < 1.0 < 1.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5

PAHs OCPs



Prepared by: SS

Checked by: TS





LOR

Units


QAQC 25/02/2015 QC300_20150225 RB

QAQC 25/02/2015 QC400_20150225 FB

QAQC 26/02/2015 QC301_20150226 RB

QAQC 26/02/2015 QC401_20150226 FB

QAQC 27/02/2015 QC302_27/2/15 RB

QAQC 27/02/2015 QC402_27/2/15 FB

QAQC 2/03/2015 QC303_20150302 RB

QAQC 2/03/2015 QC403_20150302 FB

Legend:












RB: Rinsate Blank

FB: Field blank


-': Not analysed

PCBs

Dic

hlo

rvo

s

Dem

eto

n-S

-meth

yl

Mo

no

cro

top

ho

s

Dim

eth

oate

Dia

zin

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Ch

lorp

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fos-m

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Para

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Mala

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lorp

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Para

thio

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Pir

imp

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thyl

Ch

lorf

en

vin

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ph

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Pro

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Carb

op

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oth

ion

Azin

ph

os M

eth

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To

tal P

oly

ch

lori

nate

d b

iph

en

yls

0.5 0.5 2.0 0.5 0.5 0.5 2.0 0.5 0.5 0.5 2.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1

ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l ug/l

- - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - - - -

< 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 1.0

< 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 2.0 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 1.0

OPPs



Prepared by: SS

Checked by: TS

43218517/1/0 44

FIGURES

Figure 1 - Site Locality Map

Figure 2 - Site Layout Plans

Figure 3a - AEC1 & AEC2 Layout Plan

Figure 3b - AEC3 Layout Plan

Figure 3c - AEC4 & AEC5 Layout Plan


Whilst every care is taken by URS to ensure the accuracy of the digital data, URS makes no representation or warranties about its accuracy, reliability, completeness, suitability for any particular purpose and disclaims all responsibility and liability (including without limitation, liability in negligence) for any expenses,losses, damages (including indirect or consequential damage) and costs which may be incurred as a result of data being inaccurate in any way for any reason. Electronic files are provided for information only. The data in these files is not controlled or subject to automatic updates for users outside of URS.

This drawing is subject to COPYRIGHT.

Figure:

43218517.002.worFile No:

Site Locality Map

FRENCHES FOREST, NSW

STBDrawn: TSApproved: 04/03/2015Date: ARev. A3

01

NORTHERN BEACHES HOSPITAL ROAD ACCESS AND NETWORK ENHANCEMENT PROJECTROADS AND

MARITIMESERVICES

ROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASEROSEVILLE CHASE

FORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLEFORESTVILLE

FRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FORESTFRENCHS FOREST

KILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTSKILLARNEY HEIGHTS

BELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSEBELROSE

CASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVECASTLE COVENORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAHNORTH BALGOWLAH

NORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTHNORTH SEAFORTH

ALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTSALLAMBIE HEIGHTS

BEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILLBEACON HILL

CROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSCROMER HEIGHTSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLSOXFORD FALLS

GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050GW014050





















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0 800

metres

(

Source:

(

LEGEND:

RESIDENTIAL

COMMERCIAL

INDUSTRIAL

PARKLAND

HOSPITAL/MEDICAL

LAND USE*:

REGISTERED GROUNDWATER BORES^

Source: * ABS (Australian Bureau of Statistics) 2006^ NSW Office of Water 2010

NSW

ACT CANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRACANBERRA

SYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYSYDNEYFRENCHS FOREST

Map compiled using MapInfo StreetPro Data. © 2010 MapInfo Australia Pty Ltd, URS Australia and PSMA Australia Ltd. URS Australia, MapInfo Australia or PSMA Australia do not warrant the accuracy or completeness of information in this publication and any person using or relying upon such information does so on the basis that these companies shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information.

SITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITESITELOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATIONLOCATION

Hilm

er St

Wake

hurst

Pwy

Romf

ord R

d

Miam

i Pl

Kyogle Pl

Irma Pl

Gilbe

rt PlPil

dra Pl

Garie Pl

Primrose Av

Kanya St

Skyli

ne Pl

Newell Pl

Wareham Cr

Meredith

Pl

Fitzpatrick Av E(Aquatic Dr)

Tyalla AvTil

ley La

ne

Cobb

St

Sylvi

a Pl

Naree Rd

Glad

ys A

v

Garner Av

Aquatic Dr

Akora St

Forest Way

Rabb

ett St

Bimba

deen

Cr

Rang

ers R

etrea

t Rd

Frenchs Forest Rd E

Bantr

y Bay

Rd

Frenchs Forest Rd W

Fitzpatrick Av E

Warringah Rd

IlfordRd

Madis

onWa

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Holland Cr

Panorama Cr

Careebong

Rd (Carrebong Rd)

Nand

i Av

Blue

gum

Cr

Parni Pl

Karingal Cr

Aquatic Centre Accs

Figure:

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NORTHERN BEACHES HOSPITAL ROAD ACCESS

AND NETWORK ENHANCEMENT PROJECT

ROADS AND MARITIME SERVICES

SITE LAYOUT PLANS

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DRAWN: STB APPROVED: DM

Whilst every care is taken by URS to ensure the accuracy of the digital data, URS makes no representation or warranties about its accuracy, reliability, completeness, suitability for any particular purpose and disclaims all responsibility and liability (including without limitation, liability in negligence) for any expenses,losses, damages (including indirect or consequential damage) and costs which may be incurred as a result of data being inaccurate in any way for any reason. Electronic files are provided for information only. The data in these files is not controlled orsubject to automatic updates for users outside of URS.

FILE NO: 43218517.002

PATH: T:\JOBS\43218517\Workspaces\43218517.002.mxd

DATE: 11/06/2015

Coordinate System: GDA 1994 MGA Zone 56Projection: Transverse Mercator

Datum: GDA 1994Units: Meter

/0 50 10025

Metres

LegendAreas of EnvironmentalConcern

AEC1

AEC2

AEC3

AEC4

AEC5

Cadastre

Source: Aerial Imagery - Nearmap 2015

@A

@A

@A

@A

@A@A

@A

@A

@A @A

@A

@A

@A

@A

@A@A

@A@A

@A@A @A

@A@A @A

@A @A@A

@A @A @A

@A

@A

@A

@A

@A

@A

ED

Miam

i PlWi

lima P

l

Rang

ers R

etrea

t Rd

Hilm

er St

Rabb

ettSt

Mered

ith

Pl

Holland Cr

Forest Way

Akora St

Fitzpatrick Av E

Warringah Rd

Panorama Cr

Karingal Cr

AEC2-1

AEC2-2AEC2-3

AEC2-4

AEC2-5

AEC2-6

AEC2-7

AEC2-8

AEC2-9 AEC2-10

AEC2-11

AEC2-12AEC2-13

AEC2-14AEC2-15

AEC2-16

AEC2-17 AEC2-18

AEC2-19AEC2-20 AEC2-21

AEC2-22 AEC2-23AEC2-24



AEC1-2AEC1-1

AEC1-3

AEC1-4

AEC1-5

AEC1-6

MW-AEC2

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AEC1 & AEC2 LAYOUT PLAN

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FILE NO: 43218517.003


DATE: 9/03/2015



/0 20 4010

Metres

Legend@A Borehole Locations

ED Monitoring Well

Cadastre

Areas of EnvironmentalConcern

AEC1

AEC2


@A

@A

@A

@A

@A@A

@A

@A@A

@A

@A @A@A

ED

Skyli

ne Pl

Tilley

Lane

Warringah Rd

MW-AEC3

AEC3-1AEC3-2

AEC3

AEC3-4

AEC3-5AEC3-6

AEC3-7

AEC3-8AEC3-10

AEC3-11AEC3-12 AEC3-9AEC3-13

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AEC3 LAYOUT PLAN

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A



FILE NO: 43218517.004


DATE: 11/06/2015



/0 10 205

Metres


ED Monitoring Well

Cadastre


AEC3


@A@A

@A @A

@AED

ED

ED

ED

@A

@A

@A

@A

@A

@A

@A

@A

@A

@A

@A

@A

@A

@AWa

kehu

rst Pw

y

Miam

i Pl

Primrose Av

Fitzpatrick Av E

Hilm

er St

Warringah Rd

Bantr

y Bay

Rd

MW-AEC5-2MW-AEC5-1

MW-AEC4-1

MW-AEC4-2

AEC5-1 AEC5-2AEC5-3

AEC5-4

AEC4-1

AEC4-2

AEC4-3

AEC4-5AEC4-4

AEC4-6

AEC4-7AEC4-8

AEC4-9

AEC4-10

AEC4-11

AEC4-12

AEC4-13

AEC4-14

Figure:

Rev. A3

3c




AEC4 & AEC5 LAYOUT PLAN

This d

rawing

is sub

ject to

COPY

RIGHT

.

A



FILE NO: 43218517.005


DATE: 11/06/2015



/0 10 205

Metres


ED Monitoring Well

Cadastre


AEC4

AEC5


43218517/1/0

APPENDIX A BORELOGS


AEC1_1_0.1-0.2QC110

AEC1_1_0.5-0.6

AEC1_1_1.0-1.1

FILL: Silty SAND; fine to coarse grained, some fine to coarsegravel some organic material.

Silty CLAY; low to medium plasticity, orange brown some fineto coarse gravel, trace of organic material, dry, hard.

Colour grading to light orange brown, yellow brown. Becomingstiff.

End of borehole at 1.1m

0.0

0.0

0.0

MD

H

St

D

D

D

(SM)

CL

Drilling Contractor: Matrix Drilling Pty Ltd

URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW

-

Drill Fluid:Permit No:

Logged By:

Checked By:

Date Started:

Date Finished:

Daniel Der Tateossian

Tanya Stanton

26-2-15

26-2-15

Location:43218517

-

100 mm

1.10 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:

Hand AugerDrill Type:

RMS FrenchesForest Client:

mAHD

N

E

Elevation:

Coordinates:Drill Model:

RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S

USC DESCRIPTION OF STRATA

Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio

nGeotechnicalData and

Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)

Type, plasticity / particle size, colour,secondary / minor components(e.g., "trace"), additional observations

Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2

SOIL BOREHOLE AEC1_1S

YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

1/4/

15

AEC1_2_0.1-0.2

AEC1_2_0.5-0.6

AEC1_2_1.0-1.1

FILL: Sandy SILT; brown, fine to medium sand, some fine tocoarse gravel and organic material.

Sandy CLAY; low plasticity, orange brown, medium to coarsesand, dry, hard.

Ironstone gravel.

End of borehole at 1.4m due to refusal on ironstone.

0.0

0.0

0.0

L

H

D/M

D

(MS)

CL



-


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

26-2-15

26-2-15

Location:43218517

-

100 mm

1.40 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

1/4/

15

AEC1_3_0.1-0.2

AEC1_3_0.5-0.6

AEC1_3_1.0-1.1

AEC1_3_1.5-1.6

Clayey Silty SAND; fine to medium, dark brown, trace of fine tomedium subangular to rounded gravel with some roots andorganic material, moist, loose.

Sandy CLAY; medium plasticity, brown, orange brown, fine tomedium sand, trace of fine to coarse angular to subroundedgravel, trace of roots, moist, very stiff. No detectable odour, nostaining.

Colour grading to orange brown, mottled red brown, dry tomoist, hard.


0.0

0.0

0.0

0.0

L

VSt

H

M

M

D/M

SC

CL



-


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.60 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

1/4/

15

AEC1_4_0.1-0.2

AEC1_4_0.5-0.6

AEC1_4_1.0-1.1

FILL: Silty SAND; fine to coarse grained, dark brown, somefine to coarse gravel, some organic material, dry, loose.

Sandy CLAY; medium to high plasticity, orange brown reddishbrown, fine to coarse sand, some medium to coarse gravel,trace of organic material, dry to moist, very stiff.

IRONSTONE: weathered, matrix recovered as ClayeyGRAVEL; fine to coarse ironstone, red brown, grey white, withtrace of organic material, dry, hard.


0.0

0.0

0.0

L

VSt

H

D

D/M

D

(SM)

CL/CH



-


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

1.10 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

1/4/

15

AEC1_5_0.1-0.2

AEC1_5_0.5-0.6QC115QC215

AEC1_5_0.9-1.0

FILL: Silty Gravelly SAND; fine to medium grained, brown, fineto coarse subrounded gravel, trace of roots, dry, mediumdense.

Sandy CLAY; medium plasticity, brown, reddish brown, fine tomedium sand, some fine to coarse sandstone gravel, trace ofroots, moist, very stiff. No detectable odour, no staining.


0.0

0.0

0.0

MD

VSt

D

M

(SM)

CL



-


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

1/4/

15

AEC1_6_0.1-0.2

AEC1_6_0.5-0.6

AEC1_6_1.0-1.1

FILL: Silty SAND; fine to coarse grained, dark brown, somefine to coarse gravel, some organic material, dry, dense.

Clayey SAND; fine to coarse grained, orange brown, mediumto coarse some ironstone gravel, trace of cobbles. Increasingclay and gravel content with depth.


D

H

D

D

(SM)

SC



-


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

1.60 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

1/4/

15

AEC2_1_0.1-0.2

AEC2_1_0.5-0.6

AEC2_1_1.0-1.1

AEC2_1_1.9-2.0

SAND; medium to coarse grained, cream brown, dark brown,poorly sorted, well graded, some coarse subroundedsandstone gravel, moist, loose.

Sandy CLAY; low plasticity, grey brown, fine to coarse sand,trace of fine to coarse round to subrounded sandstone gravel,moist, loose.

Ironstone fragmentsColour grading mottled red brown, fine to medium sand, moist,stiff.

Colour grading to light brown.

SANDSTONE; moist, dense.

Clayey SAND; fine to medium grained, creamy brown.

End of borehole at 2.0m target depth

0.0

0.0

0.0

0.0

L

F

St

D

D

M

D/M

M

M

M

SW

CL

SC

Hand Auger 0.0 - 0.6mSolid Stem Auger 0.6m - 2.0m



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:

Hand Auger / Solid Stem AugerDrill Type:


mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_2_0.1-0.2

AEC2_2_0.5-0.6

AEC2_2_1.0-1.1

AEC2_2_1.9-2.0

Silty SAND; fine to medium grained, dark brown, black, wellsorted, some fine to medium sounded to subrounded gravel,dry, loose.

Clayey SAND; fine to medium graded, light grey brown, wellsorted, trace of silt, dry, loose, no detectable odour, nostaining.

Limestone gravel.

SANDSTONE; weathered, matrix recovered as fine to mediumgrained, cream brown light brown, trace of gravel, dry.

Colour grading to white, highly weathered, no gravel.


0.0

0.0

0.0

0.0

L

L

D

D

D

SM

SC




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_3_0.1-0.2

AEC2_3_0.5-0.6

AEC2_3_1.0-1.1

AEC2_3_1.9-2.0

Clayey SAND; fine to medium grained, cream brown, somefine to coarse round to subrounded gravel (sandstone andlimestone), dry, dense.SANDSTONE; weathered, matrix recovered as clayey sandfine to medium sand, cream, moist, hard.

Colour grading to white. Sand content increasing and claycontent decreasing with depth.

End of borehole at 2.0 m

0.0

0.0

0.0

0.0

D

H

D

M

SC




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_4_0.1-0.2

AEC2_4_0.5-0.6

AEC2_4_1.0-1.1

AEC2_4_1.9-2.0

Clayey SAND; fine to medium grained, dark brown, creamybrown, some fine to coarse gravel, dry to moist.

CLAY; low plasticity, creamy brown, dry to moist.

Ironstone fragments encountered 1.0 - 1.5m.

Colour grading to dark red brown with depth.

SANDSTONE; weathered, matrix recovered as clayey SAND,fine to medium grained, creamy brown, fine to coarsesandstone gravel.


0.0

0.0

0.0

0.0

D/M

D/M

D

SC

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_5_0.1-0.2

AEC2_5_0.5-0.6

AEC2_5_1.0-1.1

AEC2_5_1.9-2.0

FILL: Gravelly Clayey SAND; fine to coarse grained, darkbrown, fine to coarse gravel, trace of silt, some roots, dry,loose.

CLAY; medium plasticity, brown, trace of fine sand, moist, verystiff, no detectable odour, no staining.

Ironstone

SANDSTONE; highly weathered, matrix recovered as fine tomedium grained, light brown, creamy brown, some clay, dry,hard. No detectable odour no staining.


0.0

0.0

0.0

0.0

L

VSt

H

D

M

D

(SP)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_6_0.1-0.2

AEC2_6_0.5-0.6

AEC2_6_1.0-1.1

AEC2_6_1.9-2.0

FILL: Gravelly Clayey SAND; fine to coarse grained, darkbrown, brown, fine to coarse subangular to subrounded gravel,poorly sorted, some roots and organic material, moist, loose.

Colour grading to red brown and increased sand content,dense.

Gravelly CLAY; medium plasticity, reddish brown, some fine tocoarse subrounded ironstone gravel, trace of silt, moist, verystiff, no detectable odour no staining.

Ironstone

SANDSTONE; highly weathered, matrix recovered as GravellyClayey SAND, dark reddish brown, fine to medium subangulargravel, trace of silt, dry, hard, no detectable odour no staining.

Colour grading to grey, orange brown, light brown.


0.0

0.0

0.0

0.0

L

D

VSt

H

M

M

M

D

(SP)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:

Tanya Stanton

Brendan Stuart

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_7_0.1-0.2

AEC2_7_0.5-0.6

AEC2_7_1.0-1.1

AEC2_7_1.9-2.0

FILL: CLAY; medium plasticity, reddish brown, mottled red,fine to coarse sand, trace of medium to coarse gravel, moist,very stiff.

Sandy CLAY; medium plasticity, brown, light brown, fine tomedium sand, moist, very stiff.

Trace of sandstone, fine to coarse, subrounded gravel. Colourgrading to light brown, creamy brown.


0.0

0.0

0.0

0.0

VSt

VSt

M

M

(CL)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_8_0.1-0.2

AEC2_8_0.5-0.6

AEC2_8_1.0-1.1

AEC2_8_1.9-2.0

FILL: TOPSOIL - Silty SAND; fine to medium grained, darkbrown, some fine to medium gravel, dry, firm.

FILL: Sandy CLAY; low plasticity, orange reddish brown, fineto coarse sand, with trace of fine to coarse gravel, moist, firm.

CLAY; low plasticity, orange reddish brown, dry, hard.

Colour lighter grading.

CLAY; medium plasticity, reddish brown, trace of fine tomedium sand, trace of silt, dry, hard. No detectable odour nostaining observed.

Colour grading to dark reddish brown, some fine to coarse,subrounded to rounded sandstone gravel.

End of borehole 2.0m

0.0

0.0

0.0

0.0

F

F

H

H

H

D

M

D

D

D

(SM)

(CL)

CL

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_9_0.1-0.2

AEC2_9_0.5-0.6

AEC2_9_1.0-1.1

AEC2_9_1.9-2.0QC100QC200

FILL: Gravelly SAND; fine to coarse grained, dark brown, fineto coarse gravel, trace of silt and organic matter, moist, dense.

FILL: Sandy CLAY; medium to high plasticity, reddish brown,fine to medium sand, moist, firm.

Colour grading to light reddish brown CLAY, some sand.

CLAY; medium plasticity, dark reddish brown, trace of finesand, trace of fine to coarse round to subrounded gravel, dry,moist. No detectable odour no staining.


0.0

0.0

0.0

0.0

F

F

H

M

M

D/M

(SP)

(CL/CH)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_10_0.1-0.2

AEC2_10_0.5-0.6

AEC2_10_1.0-1.1

AEC2_10_1.9-2.0

FILL: Silty SAND; fine to coarse grained, dark brown, somegravel, some organic material, dry to moist, loose.

Sandy CLAY; medium plasticity, reddish brown, fine tomedium sand, trace of fine to medium gravel, moist, stiff.

Grading to low plasticity, orange brown.

Colour grading to orange brown.


0.0

0.0

0.0

0.0

L

St

D/M

M

(SM)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_11_0.1-0.2

AEC2_11_0.5-0.6

AEC2_11_1.0-1.1

AEC2_11_1.9-2.0

FILL: Gravelly Silty SAND; fine to coarse grained, dark brownsome building material and organic material, moist, loose.

FILL: Sandy Gravelly CLAY; medium to high plasticity, reddishbrown, fine to coarse grained sand, fine to coarse gravel,moist, very stiff.

Gravelly Sandy CLAY; low plasticity, orange brown, fine tocoarse sand, fine to coarse gravel, dry, hard.

Colour grading to brown.

CLAY; medium plasticity, orange brown, trace of fine tomedium sand, trace of fine to coarse sandstone gravel, dry,hard no detectable odour, no staining.


0.0

0.0

0.0

0.0

L

VSt

H

H

M

M

D

D

(SP)

(CL/CH)

CL

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_12_0.1-0.2

AEC2_12_0.5-0.6

AEC2_12_1.0-1.1

AEC2_12_1.9-2.0QC102QC202

FILL: Silty SAND; fine to coarse grained, dark brown, somegravel, some organic material, trace of shells, dry to moist,loose.Gravelly Clayey SAND; fine to coarse grained, brown, fine tocoarse gravel, dry, loose.

Gravelly Sandy CLAY; high plasticity, reddish brown, fine tocoarse sand, fine to medium gravel, dry, hard.

Gravelly Clayey SAND; fine to coarse grained, orange brown,fine to medium gravel, moist, dense.

Gravelly Sandy CLAY; medium plasticity, reddish brownorange brown, fine to medium sand, trace of subroundedsandstone gravel, dry, hard, no detectable odour, no staining.

Colour grading to orange brown.


0.0

0.0

0.0

0.0

L

L

H

D

H

D/M

D

D

M

D

(SM)

SP

CH

SP

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_13_0.1-0.2

AEC2_13_0.5-0.6

AEC2_13_1.0-1.1

AEC2_13_1.9-2.0QC101QC201

FILL: Gravelly SAND; fine to coarse grained, dark brown, fineto coarse gravel, some building material and organic material,dry, loose.

Sandy CLAY; medium to high plasticity, reddish brown, fine tocoarse sand, trace of fine to medium gravel, dry, hard.

Gravelly SAND; fine to coarse grained, reddish brown, mottledcream, fine gravel, some clay, dry, dense.


0.0

0.0

0.0

0.0

L

H

D

D

D

D

(SP)

CL/CH

SP




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_14_0.1-0.2

AEC2_14_0.5-0.6

AEC2_14_1.0-1.1

AEC2_14_1.9-2.0

FILL: Gravelly SAND; fine to coarse grained, dark brown, fineto coarse gravel, trace of clay trace of organic material, dry,loose.

Sandy Gravelly CLAY; low plasticity, reddish brown, fine tocoarse gravel, medium to coarse sand, dry, very stiff.

SANDSTONE; highly weathered, matrix recovered as fine tomedium cream brown mottled red brown sand and gravel witha trace of silt, dry, very stiff, no detectable odour, no staining.

Colour grading to light cream brown, dark reddish brown,some iron staining, dry to moist, very stiff.


0.0

0.0

0.0

0.0

L

VSt

VSt

VSt

D

D

D

D/M

(SP)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_15_0.1-0.2

AEC2_15_0.5-0.6QC103QC203

AEC2_15_1.0-1.1

AEC2_15_1.9-2.0

FILL: Gravelly Silty SAND; fine to medium grained, creambrown, fine to coarse gravel, trace of organic material, dry,loose.

Gravelly Sandy CLAY; medium plasticity, dark reddish brown,fine to medium sand, fine to coarse rounded to subroundedsandstone gravel, trace of silt, dry, hard, no detectable odour,no staining.

SANDSTONE; matrix recovered as Sandy GRAVEL, fine tomedium grained, dark reddish brown, dry, hard, no detectableodour, no staining.

Colour grading to reddish brown.


0.0

0.0

0.0

0.0

L

H

H

D

D

D

(SP)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_16_0.1-0.2

AEC2_16_0.5-0.6

AEC2_16_1.0-1.1

AEC2_16_1.9-2.0

FILL: Gravelly Silty SAND; fine to medium grained, brown, fineto coarse gravel, some organic material, dry, loose.

Gravelly Sandy CLAY; medium plasticity, fine to coarse sand,fine to medium gravel, dry, very stiff.

Colour grading to redish brown, coarse gravel.

CLAY; medium plasticity, brown, dark cream brown, mottleddark red brown, trace of fine to medium sand, trace of silt,trace of fine to coarse subrounded sandstone gravel, moist,hard, no detectable odour, no staining.

SANDSTONE; highly weathered, matrix recovered as fine tomedium sand, dry, hard, no detectable odour, no staining.


0.0

0.0

0.0

0.0

L

VSt

H

H

D

D

M

D

(SP)

CL

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_17_0.1-0.2

AEC2_17_0.5-0.6

AEC2_17_1.0-1.1

AEC2_17_1.9-2.0QC104QC204

FILL: Silty SAND; fine to medium grained, dark brown, somefine to coarse gravel, some organic material, dry, loose.

Clayey SAND; fine to coarse grained, orange light brown,some fine to coarse gravel, dry, hard.

Sandy CLAY; high plasticitiy, white mottled orange brown, fineto medium sand, some fine gravel, dry, stiff.

Colour grading to creamy brown, mottled orange brown,mottled reddish brown.

SANDSTONE; highly weathered, matrix recovered as lightgrey white, dry to moist, hard, no detectable odour, nostaining.


0.0

0.0

0.0

0.0

L

H

St

H

D

D

D

D/M

(SM)

SC

CH




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_18_0.1-0.2

AEC2_18_0.5-0.6

AEC2_18_1.0-1.1QC105

AEC2_18_1.9-2.0

FILL: Silty CLAY; medium to high plasticity, dark brown, someorganic material, moist, soft.

Sandy CLAY; low to medium plasticity, cream brown mottledgrey, moist, stiff.

Colour grading to creamy brown.Some ironstone.

SANDY CLAY; low plasticity, creamy brown, dark creamybrown, fine to medium, some fine sandstone gravel, moist,stiff.

SANDSTONE; highly weathered, matrix recovered as lightreddish brown, fine to medium gravel, dry, hard, no detectableodour, no staining.


0.0

0.0

0.0

0.0

S

St

St

H

M

M

M

D

(CL/CH)

CL

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_19_0.1-0.2

AEC2_19_0.5-0.6

AEC2_19_1.0-1.1

AEC2_19_1.9-2.0

FILL: Silty SAND; fine to medium grained, dark brown, someclay, some roots and organic material, dry to moist, loose, nodetectable odour, no staining.Sandy CLAY; medium plasticity, light creamy brown, fine tomedium sand, trace of fine to coarse angular roundedsandstone gravel, trace of roots and organic material, moist,very stiff, no detectable odour no staining.

SANDSTONE; highly weathered, matrix recovered as whitemottled light brown, fine to medium gravel with some clay,moist, hard.

Colour grading to creamy brown.


0.0

0.0

0.0

0.0

L

VSt

H

D/M

M

M

(SM)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_20_0.1-0.2

AEC2_20_0.5-0.6

AEC2_20_1.0-1.1

AEC2_20_1.9-2.0

Silty SAND; fine to medium grained, dark brown, with someclay, some organic material, dry, loose.

Sandy CLAY; low plasticity, cream light brown, fine to coarsesand, trace of organic material, dry, stiff.

CLAY; low plasticity, white, trace of fine to coarse sand, dry,hard.

Colour grading to dark brown.

SANDSTONE; highly weathered, matrix recovered as fine tomedium, white, dry, hard.


0.0

0.0

0.0

0.0

L

St

H

H

D

D

D

D

SM

CL

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_21_0.1-0.2

AEC2_21_0.5-0.6

AEC2_21_1.0-1.1

AEC2_21_1.9-2.0

Silty SAND; fine to coarse grained, dark brown, some clay,some organic material, dry, loose.

Sandy CLAY; low plasticity, orange brown, fine to coarse sand,trace of organic material, dry, stiff.

CLAY; low plasticity, white mottled orange brown, fine tocoarse sand, dry, hard.

SANDSTONE; highly weathered, matrix recovered as fine tomedium, light grey white, some clay, dry, hard.

Colour grading to creamy brown.


0.0

0.0

0.0

0.0

L

St

H

H

D

D

D

D

SM

CL

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_22_0.1-0.2

AEC2_22_0.5-0.6

AEC2_22_1.0-1.1

AEC2_22_1.9-2.0

Silty SAND; fine to medium grained, dark brown to dark greybrown, trace of clay, trace of fine gravel, trace of organicmaterial, dry to moist, loose, no detectable odour, no staining.Sandy CLAY; medium plasticity, light orange brown, creamybrown, fine to medium sand, trace of fine to mediumsubrounded sandstone gravel, dry, very stiff, no detectableodour, no staining.

CLAY; medium plasticity, light grey white mottled light brown,some fine to medium sand, fine to coarse subroundedsandstone gravel, dry, hard, no detectable odour, no staining.

SANDSTONE; highly weathered, matrix recovered as lightgrey white with some clay, dry, hard, no detectable odour, nostaining.


0.0

0.0

0.0

0.0

L

VSt

H

H

D/M

D

D

D

SM

CL

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_23_0.1-0.2

AEC2_23_0.5-0.6

AEC2_23_1.0-1.1

AEC2_23_1.9-2.0

FILL: SAND; fine to coarse grained, brown, some silt, trace offine to medium gravel, trace of organic material, dry, loose.

CLAY; low plasticity, orange brown, trace of fine to coarsegravel, trace of fine to coarse sand, dry, hard.

Colour grading to cream brown mottled brown.

SANDSTONE; matrix recovered as white mottled red brown,fine to medium gravel, trace of clay, dry to moist, nodetectable odour, no staining.


0.0

0.0

0.0

0.0

L

H

H

D

D

D/M

(SP)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_24_0.1-0.2

AEC2_24_0.5-0.6

AEC2_24_1.0-1.1

AEC2_24_1.9-2.0

FILL: Silty SAND; fine to medium grained, brown, some fine tocoarse gravel, some clay, some organic material, dry, loose.

Clayey SAND; fine to coarse grained, some fine to coarsegravel, dry, loose.

SANDSTONE; highly weathered, matrix recovered as fine tomedium, light brown, creamy brown, some clay, dry, hard, nodetectable odour, no staining.

Colour grading to light grey, white, mottled red brown.


0.0

0.0

0.0

0.0

L

L

H

D

D

D

(SM)

SC




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

25-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_25_0.1-0.2

AEC2_25_0.5-0.6

AEC2_25_1.0-1.1QC106

AEC2_25_1.9-2.0

FILL: Silty SAND; fine to coarse grained, dark brown, fine tocoarse gravel, some clay, some organic material, moist, loose.

Sandy CLAY; medium plasticity, dark brown, brown, mottledgrey, fine to medium sand, some fine to coarse sandstonegravel, dry, hard, no detectable odour, no staining.

SANDSTONE; fine to medium light grey, trace of clay, dry,hard, no detectable odour, no staining.

Colour grading to light brown.


0.0

0.0

0.0

0.0

L

H

H

M

D

D

(SM)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_26_0.1-0.2

AEC2_26_0.5-0.6

AEC2_26_1.0-1.1

AEC2_26_1.9-2.0QC107

Silty SAND; fine to medium grained, dark brown, some clay,trace of medium gravel, some organic material, dry, loose.

CLAY; low plasticity, reddish brown, trace of fine to coarsegravel, trace of organic material, dry, hard.

Colour grading to white no gravel, no organic material.

SANDSTONE; fine to medium, light red brown mottled whiteand light grey, trace of clay, dry, hard.


0.0

0.0

0.0

0.0

L

H

H

D

D

D

SM

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:


Tanya Stanton

25-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_27_0.1-0.2

AEC2_27_0.5-0.6

AEC2_27_1.0-1.1

AEC2_27_1.9-2.0

Sandy CLAY; medium plasticity, light brown, fine mediumsand, trace of fine to coarse sandstone gravel, trace of rootsand organic material, dry, very stiff.

CLAY; medium plasticity, brown, dark orange brown, trace offine to medium sand and fine to coarse sandstone gravel, dry,hard, no detectable odour no staining.


SANDSTONE; matrix recovered as fine to medium gravel,brown to light red brown, trace of clay, dry, hard, no detectableodour, no staining.

Ironstone layer.


0.0

0.0

0.0

0.0

VSt

H

H

H

D

D

D

D

CL

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_28_0.1-0.2QC108

AEC2_28_0.5-0.6

AEC2_28_1.0-1.1

AEC2_28_1.9-2.0

FILL: Sandy CLAY; low to medium plasticity, grey brown, fineto coarse sand trace of fine to coarse, angular to roundedgravel, trace of roots and organic material, dry, very stiff.

CLAY; medium plasticity, grey, mottled brown, trace of fine tomedium sand, fine to coarse sandstone gravel, dry, hard, nodetectable odour, no staining.

Colour grading to grey.

SANDSTONE; highly weathered, matrix recovered as fine tomedium grained, brown mottled grey, dry, hard, no detectableodour, no staining.


0.0

0.0

0.0

0.0

VSt

H

H

D

D

D

(CL)

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_29_0.1-0.2

AEC2_29_0.5-0.6

AEC2_29_1.0-1.1

AEC2_29_1.9-2.0

Sandy CLAY; medium plasticity, brown, motlled grey, fine tomedium sand, trace of fine to medium sandstone gravel, dry,very stiff.

CLAY; medium plasticity, light brown, mottled grey, trace offine to medium sand, fine to coarse subrounded to angularsandstone gravel, dry, hard.

Ironstone.Colour grading to grey, mottled brown.

SANDSTONE; highly weathered, matrix recovered as fine tomedium grained, brown to light brown, trace of clay, dry, hard,no detectable odour, no staining.

End of bore at 2.0m

VSt

H

H

H

D

D

D

D




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC2_30_0.1-0.2

AEC2_30_0.5-0.6

AEC2_30_1.0-1.1

AEC2_30_1.9-2.0

TOPSOIL: Silty SAND; fine to medium grained, dark grey,trace of fine to coarse subrounded to rounded gravel, someroots and organic material, dry, loose.

CLAY; medium plasticity, brown, orange brown, trace of fine tomedium sand, trace of silt, dry, stiff, no detectable odour nostaining.

Colour grading to light brown, mottled reddish brown, mottledgrey.

SANDSTONE; highly weathered, matrix recovered as fine tomedium brown, light brown, no detectable odour or staining.


0.0

0.0

0.0

0.0

L

VSt

D

D

SM

CL




Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Remarks:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_1_0.1-0.2

AEC3_1_0.5-0.6

AEC3_1_1.0-1.1

AEC3_1_1.9-2.0

FILL: Silty SAND; fine to medium grained, dark brown, somefine to coarse rounded to subrounded gravel, some roots andorganic material, trace of clay, dry, loose no detectable odour,no staining.FILL: Sandy CLAY; low plasticity, brown, fine to coarse sand,some fine to coarse angular gravel, trace of silt, some roots,dry, stiff, no detectable odour, no staining.

CLAY; medium to high plasticity, brown, orange brown, somefine to medium sand, trace of angular to subangular sandstonegravel, dry, hard, no detectable odour, no staining.


Color grading to brown, mottled red brown, trace of roots.

Colour grading to orange brown, mottled red brown.


0.0

0.0

0.0

0.0

L

St

H

H

D

D

D

D

(SM)

(CL)

CL/CH



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_2_0.1-0.2QC111QC211

AEC3_2_0.5-0.6

FILL: Silty SAND; fine to medium grained dark brown, trace ofclay, fine to coarse angular to subangular gravel, some rootsand organic material. some metal and brick fragments, dry tomoist, loose.FILL: Sandy CLAY; low to medium plasticity, brown, fine tocoarse sand, some fine to coarse gravel, trace of silt, trace ofbrick fragments, dry to moist, stiff.

Sandy CLAY; medium to high plasticity, light brown to creamybrown, fine to medium sand trace of silt, dry, hard, nodetectable odour, no staining.

End of borehole at 0.7m due to refusal on bedrock.

0.0

0.0

L

St

H

H

D/M

D/M

D

D

(SM)

(CL)

CL/CH



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_3_0.1-0.2

AEC3_3_0.5-0.6

AEC3_3_1.0-1.1

AEC3_3_1.9-2.0

FILL: Silty SAND; fine to medium grained, dark brown, trace offine to coarse gravel, some roots, dry, loose, no detectableodour, no staining.

FILL: Sandy CLAY; low plasticity, grey, fine to coarse sand,trace of roots, moist, stiff.

CLAY; Medium plasticity, grey, trace of fine to medium sand,trace of silt, moist, very stiff, no detectable odour, no staining.

Colour grading to light grey, white, mottled brown.


0.0

0.0

0.0

0.0

L

St

VSt

D

M

M

(SM)

(CL)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_4_0.1-0.2

AEC3_4_0.5-0.6

AEC3_4_1.0-1.1

TOPSOIL: Silty SAND; fine to medium grained, dark brown,trace of subrounded gravel, some roots and organic material,dry to moist, loose, no detectable odour, no staining.Sandy CLAY; low plasticity, grey, light grey, brown, fine tomedium sand, some fine to coarse subrounded sandstonegravel, dry, stiff, no detectable odour, no staining.

Colour grading to light grey, white.

Colour grading to dark grey, hard.

End of borehole at 1.1m due to refusal on sandstone.

0.0

0.0

0.0

L

St

D/M

D

SM

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.10 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_5_0.1-0.2

AEC3_5_0.5-0.6

AEC3_5_1.0-1.1

AEC3_5_1.5-1.6

Sandy CLAY; low plasticity, brown, fine to medium sand, somefine to coarse subangular to rounded sandstone gravel, someroots, dry, very stiff, no detectable odour no staining.

SANDSTONE; highly weathered, matrix recovered as fine tomedium sand, white mottled light brown, some clay, dry, hard,no detectable odour, no staining.

Colour grading to light grey mottled light brown.


0.0

0.0

0.0

0.0

VSt

H

D

D

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.60 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_5_0.1-0.2

AEC3_5_0.5-0.6

AEC3_5_1.0-1.1

AEC3_5_1.5-1.6QC112QC212

Sandy CLAY; low to medium plasticity, dark brown, fine tocoarse sand, some fine to coarse subrounded to roundedgravel, some roots and organic material, dry, very stiff, nodetectable odour, no staining.

Colour grading to dark grey.

SANDSTONE; highly weathered, matrix recovered as fine tomedium sand, light grey mottled light brown, some clay andfine to coarse subrounded sandstone gravel, no detectableodour, no staining.


0.0

0.0

0.0

0.0

VSt

H

D

D

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.60 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_7_0.1-0.2

AEC3_7_0.5-0.6

AEC3_7_1.0-1.1

FILL: Silty SAND; fine to coarse, dark brown, dark grey brown,some subangular to subrounded gravel and some roots. Nodetectable odour or staining observed.Sandy CLAY; medium plasticity, grey, light grey, light greybrown, mottled brown, fine to medium sand, some fine tocoarse angular to subangular sandstone gravel, trace of roots,dry, stiff, no detectable odour, no staining.

Colour grading to grey.

SANDSTONE; highly weathered, matrix recovered as fine tomedium sand, white, light grey, some clay, dry, hard, nodetectable odour, no staining.


0.0

0.0

0.0

L

St

H

D/M

D

D

(SM)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.10 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_8_0.1-0.2

AEC3_8_0.5-0.6

AEC3_8_1.0-1.1

AEC3_8_1.5-1.6QC113

FILL: Sandy CLAY; low to medium plasticity, fine to coarsesand, dark brown, dark grey brown, some subangular tosubrounded gravel, some roots, dry, stiff, no detectable odour,no staining.

SANDSTONE; weathered, matrix recovered as fine to mediumsand, white, light grey, some clay, dry, hard, no detectableodour, no staining.

Colour grading to white.


0.0

0.0

0.0

0.0

St

H

D

D

(CL)



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.60 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_9_0.1-0.2

AEC3_9_0.5-0.6

AEC3_9_1.0-1.1

FILL: Silty SAND; fine to medium grained, dark grey, somefine to coarse gravel and some roots, dry to moist, loose.

Sandy CLAY; medium plasticity, grey, fine to medium sand,some fine to coarse sandstone gravel, trace of roots, dry, verystiff.

SANDSTONE; weathered, matrix recovered as fine to mediumsand, grey, mottled brown, some clay, dry, hard.


0.0

0.0

0.0

L

VSt

H

D/M

D

D

(SM)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.10 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_10_0.1-0.2

AEC3_10_0.5-0.6

AEC3_10_1.0-1.1

FILL: Silty SAND; fine to medium grained, brown, dark greybrown, some fine to coarse angular to rounded gravel, trace ofroots, dry, loose.

Sandy CLAY; low to medium plasticity, light grey, dark creamybrown, fine to medium sand, some fine to coarse subangularto subrounded sandstone gravel, trace of roots, dry, very stiff.

SANDSTONE; highly weathered, matrix recovered as fine tomedium sand, white, light grey, mottled light brown, trace ofclay, dry, hard, no detectable odour, no staining.


0.0

0.0

0.0

L

VSt

H

D

D

D

(SM)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.40 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_11_0.1-0.2

AEC3_11_0.5-0.6

AEC3_11_1.0-1.1

FILL: Sandy CLAY; medium plasticity, light brown, orangebrown, fine to medium sand trace of brick fragments, dry, verystiff.

Sandy CLAY; medium plasticity, light brown, fine to mediumsand, trace of fine to medium sandstone gravel, moist, stiff, nodetectable odour, no staining.

Ironstone.


0.0

0.0

0.0

VSt

VSt

D

M

(CL)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.30 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_12_0.1-0.2

AEC3_12_0.5-0.6

AEC3_12_0.9-1.0

FILL: Sandy CLAY; medium plasticity, light brown, fine tomedium sand, some fine to coarse angular to subroundedsandstone gravel, trace of roots, dry, very stiff, no detectableodour, no staining.

Sandy CLAY; medium plasticity, grey, light brown, creamybrown, mottled reddish brown, fine to medium sand, some fineto coarse angular to subangular sandstone gravel, dry, stiff, nodetectable odour, no staining.

Colour grading to grey, mottled light brown and cream brown.


0.0

0.0

0.0

VSt

St

D

D

(CL)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC3_13_0.1-0.2

AEC3_13_0.5-0.6

FILL: Silty SAND; fine to medium, dark brown, trace of clay,some roots and organic material.

Sandy CLAY; medium plasticity, grey brown, mottled redbrown, fine to medium sand, some fine to coarse subangularto subrounded gravel. No detectable odour or stainingobserved.

Becoming green to orange brown, brown, mottled red brown.


VSt

St

D

D

(SM)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

0.70 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_1_0.1-0.2

AEC4_1_0.3_0.4

FILL: Gravelly SAND; fine to coarse grained, dark brown, fineto coarse gravel, some organic material, dry, loose.

Colour grading to yellow brown, poorly graded.

End of borehole at 0.4m due to refusal on concrete (possibelslab).

0.0

0.0

LD(SP)



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

0.40 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_2_0.1-0.2

AEC4_2_0.5-0.6

AEC4_2_0.8-0.9

FILL: Silty SAND; fine to coarse, dark brown. Building rubbleand paper, moist, medium dense.

Clayey SAND; fine to coarse grained, cream brown, some fineto coarse gravel, trace of roots, dry to moist, hard.


0.0

0.0

0.0

MD

H

M

D/M

(SM)

SC



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

0.90 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_3_0.1-0.2

AEC4_3_0.3_0.4

FILL: Silty SAND; fine to coarse grained, dark brown, somefine to coarse gravel, some organic material.

SANDSTONE; weathered, matrix recovered as gravelly sand,white to creamy brown, fine to coarse sand, fine to coarsegravel, trace of sandstone cobbles.


0.0

0.0

(SM)



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

0.40 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_4_0.1-0.2

AEC4_4_0.5-0.6

AEC4_4_1.0-1.1

AEC4_4_1.5-1.6

FILL: Silty SAND; fine to coarse grained, brown, some gravel,some building waste and organic material, dry, loose.

FILL: Gravelly CLAY; low plasticity, some brick fragments,some ironstone gravel, trace of organic material, dry, hard.

Ironstone gravel, no brick fragments.

GRAVEL; Ironstone.


0.0

0.0

0.0

0.0

L

H

D

D

(SM)

(CL)

GP



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

1.60 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_5_0.1-0.2

AEC4_5_0.5-0.6

AEC4_5_1.0-1.1

AEC4_5_1.2-1.3QC100

FILL: Silty SAND; fine to coarse grained, brown, some fine tocoarse gravel, dense, some organic material, moist, dense.

CLAY; medium plasticity, orange brown, moist, stiff.

Gravelly CLAY; low plasticity, red brown, fine to coarseironstone gravel.

End of borehole at target depth of 1.3m

0.0

0.0

0.0

0.0

D

St

M

M

(SM)

CL

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

1.30 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_6_0.1-0.2

AEC4_6_0.5-0.6

AEC4_6_1.0-1.1

FILL: Silty SAND; fine to coarse grained, dark brown, somefine to coarse gravel, trace of cobbles, moist, loose.

FILL: Gravelly CLAY; low plasticity, orange yellow, dry, hard.

Decrease in gravel content, building rubble.

SANDSTONE; weathered, matrix recovered as gravelly sand,fine to coarse sand, fine to coarse sandstone gravel, dry, hard.


0.0

0.0

0.0

L

H

H

M

D

D

(SM)

(CL)



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

1.30 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_7_0.1-0.2

AEC4_7_0.5-0.6

Silty Clayey SAND; fine to medium grained, dark brown, somefine to coarse angular to rounded gravel, some roots andorganic material, no detectable odour, no staining.

Sandy CLAY; medium plasticity, light brown, fine to mediumsand, fine to coarse angular to subangular sandstone gravel,trace of roots, dry, hard.

Ironstone with perched water above, wet.


0.0

0.0

L

H

M

D

W

SM

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

0.70 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_8_0.1-0.2

AEC4_8_0.5-0.6

AEC4_8_1.0-1.1QC102

Silty SAND; fine to coarse grained, dark brown, some fine tomedium gravel, some organic material, moist, loose.

Sandy CLAY; medium to high plasticity, grey, mottled orangecream brown, fine to coarse sand, moist, stiff.

Sandy CLAY; high plasticity, grey mottled red dark brown, fineto coarse sand, dry, hard.

Increase in sand content.

End of borehole due to target depth being reached at 1.3m

0.0

0.0

0.0

L

St

H

M

M

D

SM

CL/CH

CH



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

1.30 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_9_0.1-0.2

AEC4_9_0.5-0.6

AEC4_9_0.8-0.9

FILL: Silty SAND; fine to coarse, dark brown, some fine tocoarse gravel, some clay, some organic material, moist, loose.

Gravelly CLAY; high plasticity, brown to grey brown, mediumto coarse ironstone gravel, fine to coarse sand, moist, firm.

Increasing gravel content with depth, dry to moist, hard.

End of borehole at 0.9m due to refusal.

0.0

0.0

0.0

L

F

H

M

M

D/M

(SM)

CH



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

0.90 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_10_0.1-0.2

AEC4_10_0.5-0.6

AEC4_10_1.0-1.1QC114

FILL: Silty Clayey SAND; fine to coarse grained, dark brown,dark grey, some fine to coarse angular gravel and some rootsand organic material, some brick fragments, moist, loose, nodetectable odour, no staining.

Sandy CLAY; medium plasticity, grey, fine to medium sand,some fine to coarse angular sandstone gravel, trace of roots,moist, very stiff, no detectable odour, no staining.

Colour grading to grey brown.


0.0

0.0

0.0

L

VSt

M

M

(SM)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.10 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

hod

Con

sist

ency

Rel

ativ

e D

ensi

ty

Dep

th (

m)

S


Pen

etra

tion

Gra

phic

Log

MCas

ing

H

Sample ID

R Cla

ssifi

catio


Comments

Sam

ple

Inte

rval

Moi

stur

eC

ondi

tion

PID

(pp

m)


Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

2


YD

NE

Y S

OIL

BO

RE

HO

LE J

:\SY

D\4

3218

517\

5 W

IP\3

. FIE

LDW

OR

KS

\SO

IL IN

VE

ST

IGA

TIO

NS

25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

US

.GD

T

17/3

/15

AEC4_11_0.1-0.2

AEC4_11_0.5-0.6

AEC4_11_0.6-0.7QC101

FILL: Silty SAND; fine to coarse grained, brown, some fine tocoarse gravel, some organic material, moist, medium dense.

Sandy CLAY; low plasticity, cream brown, some gravel.Increasing ironstone content with depth, dry to moist, hard.

End of borehole at 0.7m due to refusal.

0.0

0.0

0.0

MD

H

M

D/M

(SM)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:


Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

0.70 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

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Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

1

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YD

NE

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OIL

BO

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3218

517\

5 W

IP\3

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OR

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\SO

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IGA

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25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

PJ

WC

C_A

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.GD

T

17/3

/15

AEC4_12_0.1-0.2

AEC4_12_0.5-0.6QC200

FILL: Silty SAND; fine to coarse, dark brown, some fine tocoarse gravel and some organic material.

Clayey SAND; fine to coarse grained, orange brown, trace ofgravel.

Sandy CLAY; medium plasticity, orange creamy brown, fine tocoarse sand.


0.0

0.0

LM(SM)

SC

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Dane Mallinson

Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

0.70 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

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Con

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ency

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Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

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3218

517\

5 W

IP\3

. FIE

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25.

02.1

5 -

02.0

3.1

5\B

OR

E L

OG

S.G

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WC

C_A

US

.GD

T

17/3

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AEC4_13_0.1-0.2

AEC4_13_0.5-0.6

AEC4_13_1.0-1.1

FILL: Silty SAND; fine to coarse grained, dark brown, somefine to coarse gravel, some organic material, moist, loose.

Sandy CLAY; low plasticity, creamy brown, fine to coarsesand, trace of gravel, moist, stiff.

CLAY; medium to high plasticity, creamy brown, trace of fineto coarse gravel, moist, firm.

Grading to Gravelly CLAY, hard.

End of borehole at target depth - 1.3m.

0.0

0.0

0.0

L

St

F

H

M

M

M

M

(SM)

CL

CL/CH



Geoprobe


Logged By:

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Tanya Stanton

27-2-15

27-2-15

Location:43218517

-

100 mm

1.30 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

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Con

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ency

Rel

ativ

e D

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Dep

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m)

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02.0

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AEC4_14_0.1-0.2

AEC4_14_0.5-0.6

AEC4_14_1.0-1.1

AEC4_14_1.5-1.6

FILL: Sandy CLAY; low to medium plasticity, grey, fine tocoarse sand, some fine to coarse angular gravel, trace of brickfragments, moist, stiff, no detectable odour, no staining.

Sandy CLAY; medium to high plasticity, brown, light brown,fine to medium sand, trace of fine to coarse sandstone gravel,moist, stiff.

Colour grading to light brown, mottled red brown, mottled grey,firm.

Colour grading to grey, mottled brown, mottled red brown,hard.


0.0

0.0

0.0

0.0

St

VSt

F

H

M

M

M

M

(CL)

CL/CH



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

27-2-15

27-2-15

Location:43218517

-

100 mm

1.60 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

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Con

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Rel

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m)

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:\SY

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3218

517\

5 W

IP\3

. FIE

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OR

KS

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25.

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02.0

3.1

5\B

OR

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WC

C_A

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T

17/3

/15

AEC5_1_0.1-0.2

AEC5_1_0.5-0.6

AEC5_1_1.0-1.1

AEC5_1_1.3-1.4

FILL: Silty Gravelly SAND; fine to coarse grained, dark brown,fine to coarse angular to rounded gravel, poorly sorted, traceof organic material and roots, dry, loose, no detectable odour,no staining.FILL: Gravelly Silty SAND; fine to coarse grained, brown, fineto coarse, angular to subangular gravel, poorly sorted, someroots, some organic material, some concrete fragments, dry,loose, no detectable odour, no staining.

Sandy CLAY; medium plasticity, brown, mottled red brown,fine sand, trace of fine to coarse angular to roundedsandstone gravel, dry, hard, no detectable odour, no staining.

End of borehole due to refusal on ironstone at 1.4m

0.0

0.0

0.0

0.0

L

D

H

D

D

D

(SM)

(SP)

CL



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

1.40 m

mm

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Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

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Sheet 1 of 1

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IP\3

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WC

C_A

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.GD

T

17/3

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AEC5_2_0.1-0.2

AEC5_2_0.5-0.6QC109

AEC5_2_1.0-1.1

AEC5_2_1.2-1.3

FILL: Silty Clayey SAND; fine to medium grained, black, poorlysorted, trace of fine to coarse angular to subrounded gravel,some brick fragments, some roots, some organic material,moist, loose, no detectable odour, no staining.

FILL: Sandy CLAY; low to medium plasticity, brown, darkbrown, fine to medium sand, some fine to coarse, angular torounded gravel, trace of silt, some brick, rubble, glass, plastic,concrete, metal fragments, moist, stiff, no detectable odour, nostaining.

Sandy CLAY; medium to high plasticity, brown, mottled grey,fine to medium sand, some fine to coarse subroundedsandstone gravel, trace of silt, no detectable odour, nostaining

Slight hydrocarbon odour.Colour grading to grey, dark grey, black, some tree roots.

Sheen. Colour grading to grey, green brown.


0.0

0.0

87.2

79.1

L

St

VSt

VSt

M

M

M

M

(SM)

(CL)

CL/CH



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

1.30 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

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Con

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ency

Rel

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ensi

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Dep

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m)

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02.0

3.1

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17/3

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AEC5_3_0.1-0.2

AEC5_3_0.5-0.6

AEC5_3_1.0-1.1

AEC5_3_1.5-1.6

FILL: Silty Clayey SAND; fine to medium grained, dark brown,trace of fine to coarse rounded to subrounded gravel, someroots and organic material. No detectable odour or stainingobserved.

Sandy CLAY; low to medium plasticity, brown, fine to mediumsand, trace of fine to coarse rounded to angular gravel, traceof silt, moist, very stiff, no detectable odour, no staining.

CLAY; medium to high plasticity, brown, grey brown, mottledreddish brown, trace of fine to medium sand, trace of fine tocoarse sandstone gravel, moist, very stiff, no detectableodour, no staining.

Becoming green to grey, mottled red brown.


0.0

0.0

0.0

0.0

L

VSt

VSt

M

M

M

(SM)

(CL)

CH



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

1.60 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

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Con

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ency

Rel

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Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

0

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NE

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OIL

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25.

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02.0

3.1

5\B

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S.G

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WC

C_A

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.GD

T

17/3

/15

AEC5_4_0.1-0.2

AEC5_4_0.5-0.6

AEC5_4_1.0-1.1

AEC5_4_1.3-1.4

FILL: Silty Clayey SAND; fine to medium grained, dark grey,black, some fine to coarse angular to rounded gravel, somebrick fragments, dry, loose.

FILL: Sandy CLAY; low to medium plasticity, light brown, greybrown, fine to medium sand, some fine to medium angular torounded gravel, some roots and organic material, moist, verystiff, no detectable odour, no staining.

CLAY; medium to high plasticity, light brown, some fine tomedium sand, trace of fine to coarse rounded to angularstandstone gravel, no detectable odour, no staining.

Colour grading to grey, mottled brown.

Ironstone


0.0

0.0

0.0

0.0

L

VSt

D

M

SM

CL

CL/CH



Geoprobe


Logged By:

Checked By:

Date Started:

Date Finished:

Tanya Stanton

Brendan Stuart

26-2-15

26-2-15

Location:43218517

-

100 mm

2.00 m

mm

ProjectReference:

Project No.:

Bore Size:

Total Depth:

Casing Size:



mAHD

N

E

Elevation:


RMS

Frenchs Forest

Met

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Con

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(pp

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Sheet 1 of 1

Fax: 02 8925 5555

Phone: 02 8925 5500

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43218517/1/0

APPENDIX B EQUIPMENT CALIBRATION SHEETS

AVAILABLE UPON REQUEST


43218517/1/0

APPENDIX C LABORATORY REPORTS



43218517/1/0

APPENDIX D DATA VALIDATION



53

G O V E R N M E N T O I L & G A S I N F R A S T R U C T U R E P O W E R I N D U S T R I A L

URS is a leading provider of engineering, construction, technical and environmental services for public agencies and private sector companies around the world. We offer a full range of program management; planning, design and engineering; systems engineering and technical assistance; construction and construction management; operations and maintenance; and decommissioning and closure services for power, infrastructure, industrial and commercial, and government projects and programs.

© 2015 URS

URS Australia Pty Ltd Level 4, 407 Pacific Highway Artarmon NSW 2064 Australia T: +61 2 8925 5500 F: +61 2 8925 5555

www.urs.com.au

43218517/0/0

APPENDIX B 7-ELEVEN FRENCH FOREST LNAPL ASSESSMENT DRAFT MEMO (URS, 2015B)


Memorandum

URS Australia Pty Ltd (ABN 46 000 691 690)

Level 8, 420 George St Sydney NSW 2000 Australia T: 61 2 8925 5500 F: 61 2 8925 5555

J:\SYD\43218517\5 WIP\10. LNAPL memo\Memo\7-Eleven Warringah Road LNAPL Asessment (Memorandum)-draft.docx

C:\Documents and Setti ngs\All U sers\Applicati on Data\Micr osoft \OFF ICE\Templates \11.x DOC - Memo.dot

Date: 13 May 2015

To: NSW Roads and Maritime Services (Environmental Team)

From: URS Australia Pty Ltd

Subject: 7-Eleven Warringah Road, Frenchs Forest - LNAPL Assessment

1. Introduction

As part of the planning process for the Northern Beaches Hospital Road Connectivity and Network

Enhancement Project, the NSW Roads and Maritime Service (RMS) engaged URS Australia Ltd

Pty (URS) to complete a Phase II Environmental Site Assessment (ESA) which investigated five

Areas of Environmental Concern (AEC1-AEC5). On the 2 March 2015, URS identified that 0.002

m of light non-aqueous phase liquid (LNAPL) was present within the well identified as MW-AEC5-

2, which is located within AEC5 on the Warringah Road nature strip located northeast of a 7-

Eleven Service Station (Attachment 1- Site Figure).As part of the Northern Beaches Hospital

Road Widening Project, RMS are planning to acquire the 7-Eleven service station. The purpose of

this memo is to document the results of two additional site visits that were used to further assess

the impacts observed at monitoring well MW-AEC5-2 on 2 March 2015.

2. Site Visits

1. Site Visit 1 – 23 April 2015;

a) Monitoring well MW-AEC5-2 was gauged for depth to groundwater, total well depth and the potential presence of LNAPL using an oil / water interface probe. Additional field screening for volatile organic compounds were completed at the well head using a photo-ionisation detector (PID). Gauging results are tabulated below in Table 3-1. LNAPL was not observed.

b) A bailer was used at each well to collect a sample of the groundwater to confirm the presence or absence of LNAPL within the wells. Photos were taken of the groundwater within the bailers for reference purposes.

2. Site Visit 2 – 30 April 2015;

a) Monitoring well MW-AEC5-2 was re-gauged to confirm presence or absence of LNAPL. Gauging results are tabulated below in Table 3-1. LNAPL was not observed.

b) MW-AEC5-2 was purged dry (approximately 8.0 L) using a bailer, to assess if LNAPL had become submerged due to the increased groundwater level whilst also to allow groundwater representative of the perched aquifer to enter the well. Once the well recharged, LNAPL was still not observed - so URS collected a grab sample to assess the potential dissolved phase impacts, using a bailer and lab supplied sample containers, containing the appropriate preservatives. The groundwater sample was analysed for dissolved phase impacts of TRH and BTEXN, which are contaminants of potential concern for a location in close proximity to a service station.

Memo To: NSW Roads and Maritime Services (Environmental Team) 13 May 2015 Page 2 of 5

J:\SYD\43218517\5 WIP\10. LNAPL MEMO\MEMO\7-ELEVEN WARRINGAH ROAD LNAPL ASESSMENT (MEMORANDUM)-DRAFT.DOCX

c) The sample was placed into a secure, ice-filled chest onsite. The sample was labelled with a unique identifier consisting of the sample location and sampling date. The sample was then transported to the laboratory under URS chain-of-custody (COC) protocols.

d) URS engaged a licence waste contractor to collect and transport the purged impacted groundwater to a licence waste receiving facility for disposal.

3. Results and Comments

The groundwater gauging data recorded from site works for the Phase II ESA and this additional assessment is summarised in Table 3.1.

Table 3-1 Groundwater Gauging Data

Well ID Gauging

Date

Depth to Well

Bottom (mBTOC)

Top of Screen

(mBTOC)

Stabilised Depth to

GW (mBTOC)

Depth to LNAPL

(mBTOC)

LNAPL Thickness (m)

Well Head PID

Reading (ppm)

MW_AEC5_2

02-Mar-15 2.310 0.2 0.650 0.648 0.002 0.0

05-Mar-15 2.310 0.2 0.649 0.647 0.002 0.0

23-Apr-15 2.310 0.2 0.465 ND NA 0.0

30-Apr-15 2.310 0.2 0.365 ND NA 0.0

It is noted that the two gauging events on the 23 and 30 April 2015 were completed following a wet weather period (with the Australia Government Bureau of Meteorology website www.bom.gov.au, reporting that Frenchs forest received 408 mm of rain in April 2015). MW-AEC5-2 is reported to be screened within a shallow perched aquifer so the groundwater levels in this well would be sensitive to wet weather periods / heavy rainfall events and this is shown by the April levels being at least 0.184 m higher. It is possible that the increased groundwater levels could have caused the LNAPL to become submerged (residual LNAPL).

The analytical results of the groundwater sample collected from MW-AEC5-2 on 30 April 2015, reported results less than the limit of reporting (LOR) for all TRH fractions and BTEXN compounds (Attachment 2- Laboratory analytical Report). These analytical results suggest that residual LNAPL was not present in the fill around the well on the sample date and that the dissolved phase concentrations would not pose a risk to the current or proposed future land use.

Due to the consistency of observing LNAPL in MW-AEC5-2 in March but the dissolved phase concentration being <LOR in April, URS recommends additional monitoring of the well (MW-AEC5-2) along with nearby wells on the 7-Eleven service station site to gain a better understanding of the local hydrogeology. Furthermore until the potential sources of contamination (e.g. underground storage tanks, impacted soils, etc.) are removed from the 7-Eleven service station, contamination issues may present themselves in the future at locations that are hydraulically down gradient of the 7-Eleven service station.

Dane Mallinson Scott Robinson Senior Environmental Scientist Principal Environmental Geologist



URS Australia Pty Ltd (URS) has prepared this Memo in accordance with the usual care and thoroughness of the consulting profession for the use of NSW Roads and Maritime Services and only those third parties who have been authorised in writing by URS to rely on this Memo.

It is based on generally accepted practices and standards at the time it was prepared. No other warranty, expressed or implied, is made as to the professional advice included in this Memo.

It is prepared in accordance with the scope of work and for the purpose outlined in the variation email dated 23 April 2015.

Where this Memo indicates that information has been provided to URS by third parties, URS has made no independent verification of this information except as expressly stated in the Memo. URS assumes no liability for any inaccuracies in or omissions to that information.

This Memo was prepared between 23 April and 13 May 2015 and is based on the conditions encountered and information reviewed at the time of preparation. URS disclaims responsibility for any changes that may have occurred after this time.

This Memo should be read in full. No responsibility is accepted for use of any part of this report in any other context or for any other purpose or by third parties. This Memo does not purport to give legal advice. Legal advice can only be given by qualified legal practitioners.

Except as required by law, no third party may use or rely on this Memo unless otherwise agreed by URS in writing. Where such agreement is provided, URS will provide a letter of reliance to the agreed third party in the form required by URS.

To the extent permitted by law, URS expressly disclaims and excludes liability for any loss, damage, cost or expenses suffered by any third party relating to or resulting from the use of, or reliance on, any information contained in this Memo. URS does not admit that any action, liability or claim may exist or be available to any third party.

Except as specifically stated in this section, URS does not authorise the use of this Memo by any third party.

It is the responsibility of third parties to independently make inquiries or seek advice in relation to their particular requirements and proposed use of the site.

Any estimates of potential costs which have been provided are presented as estimates only as at the date of the Memo. Any cost estimates that have been provided may therefore vary from actual costs at the time of expenditure.



Attachment 1 – Site Figure

ED

ED

Warringah Rd

A//DP397182

B//DP397182

1//DP805245

//SP22383

MW-AEC5-2

MW-AEC5-1

Figure:

Rev. A3

1




LNAPL ASSESSMENT

This d

rawing

is sub

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DRAWN: STB APPROVED: SR


FILE NO: 43218517.007


DATE: 13/05/2015



/0 2 41

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LegendED Monitoring Well

Cadastre


AEC5




Attachment 2 – Laboratory Analytical Report

1 1.00 True

CERTIFICATE OF ANALYSISWork Order : Page : 1 of 3ES1521033

:: LaboratoryClient URS AUSTRALIA (NSW) PTY LTD Environmental Division Sydney

: :ContactContact MR DANE MALLINSON Loren Schiavon

:: AddressAddress Supplier ID number - 1179447 LEVEL 4, 407 PACIFIC

HIGHWAY

ARTARMON NSW, AUSTRALIA 2064

277-289 Woodpark Road Smithfield NSW Australia 2164

:: E-mailE-mail [email protected] [email protected]

:: TelephoneTelephone +61 02 89255500 +61 2 8784 8503

:: FacsimileFacsimile +61 02 89255555 +61-2-8784 8500

:Project 43218517 QC Level : NEPM 2013 Schedule B(3) and ALS QCS3 requirement

:Order number 43218517 Date Samples Received : 04-May-2015 10:30

:C-O-C number ---- Date Analysis Commenced : 06-May-2015

Sampler : DANIEL DAR TATEOSSIAN Issue Date : 11-May-2015 14:40

Site : ----

2:No. of samples received

Quote number : ---- 1:No. of samples analysed

This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted.

This Certificate of Analysis contains the following information:

l General Comments

l Analytical Results

SignatoriesThis document has been electronically signed by the authorized signatories indicated below. Electronic signing has been

carried out in compliance with procedures specified in 21 CFR Part 11.

Signatories Accreditation CategoryPosition

Pabi Subba Senior Organic Chemist Sydney Organics

NATA Accredited Laboratory 825

Accredited for compliance with

ISO/IEC 17025.

R I G H T S O L U T I O N S | R I G H T P A R T N E R

2 of 3:Page

Work Order :

:Client

ES1521033

43218517:Project

URS AUSTRALIA (NSW) PTY LTD

General Comments

The analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In house

developed procedures are employed in the absence of documented standards or by client request.

Where moisture determination has been performed, results are reported on a dry weight basis.

Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis.

Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.

When sampling time information is not provided by the client, sampling dates are shown without a time component. In these instances, the time component has been assumed by the laboratory for processing purposes.

CAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.

LOR = Limit of reporting

^ = This result is computed from individual analyte detections at or above the level of reporting

ø = ALS is not NATA accredited for these tests.

Key :

3 of 3:Page

Work Order :

:Client

ES1521033

43218517:Project

URS AUSTRALIA (NSW) PTY LTD

Analytical Results

----------------MW_AEC5_2A_15043

0

Client sample IDSub-Matrix: WATER

(Matrix: WATER)

----------------[30-Apr-2015]Client sampling date / time

--------------------------------ES1521033-002UnitLORCAS NumberCompound

Result Result Result Result Result

EP080/071: Total Petroleum Hydrocarbons

<20 ---- ---- ---- ----µg/L20----C6 - C9 Fraction

<50 ---- ---- ---- ----µg/L50----C10 - C14 Fraction

<100 ---- ---- ---- ----µg/L100----C15 - C28 Fraction

<50 ---- ---- ---- ----µg/L50----C29 - C36 Fraction

<50^ ---- ---- ---- ----µg/L50----C10 - C36 Fraction (sum)

EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions

<20C6 - C10 Fraction ---- ---- ---- ----µg/L20C6_C10

<20^ C6 - C10 Fraction minus BTEX

(F1)

---- ---- ---- ----µg/L20C6_C10-BTEX

<100>C10 - C16 Fraction ---- ---- ---- ----µg/L100>C10_C16

<100 ---- ---- ---- ----µg/L100---->C16 - C34 Fraction

<100 ---- ---- ---- ----µg/L100---->C34 - C40 Fraction

<100^ ---- ---- ---- ----µg/L100---->C10 - C40 Fraction (sum)

<100^ ---- ---- ---- ----µg/L100---->C10 - C16 Fraction minus Naphthalene

(F2)

EP080: BTEXN

<1Benzene ---- ---- ---- ----µg/L171-43-2

<2Toluene ---- ---- ---- ----µg/L2108-88-3

<2Ethylbenzene ---- ---- ---- ----µg/L2100-41-4

<2meta- & para-Xylene ---- ---- ---- ----µg/L2108-38-3 106-42-3

<2ortho-Xylene ---- ---- ---- ----µg/L295-47-6

<2^ Total Xylenes ---- ---- ---- ----µg/L21330-20-7

<1^ ---- ---- ---- ----µg/L1----Sum of BTEX

<5Naphthalene ---- ---- ---- ----µg/L591-20-3

EP080S: TPH(V)/BTEX Surrogates

93.51.2-Dichloroethane-D4 ---- ---- ---- ----%217060-07-0

102Toluene-D8 ---- ---- ---- ----%22037-26-5

1014-Bromofluorobenzene ---- ---- ---- ----%2460-00-4


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