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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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43218517/0/0 \\ursapac.local\dfs-jobs\SYD\43218517\5 WIP\11. Stage 2 EIS Phase 2 contamination assessment report\Final\Stage 2 Phase 2 Contamination Assessment for NBH EIS_Final.docx
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.
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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.
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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
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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
buildings constructed prior to 1970 have been demolished on the site or materials from
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.
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APPENDIX A PHASE 2 ENVIRONMENTAL SITE ASSESSMENT (URS, 2015A)
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a
Final Report
Phase 2
Environmental
Site
Assessment
Northern Beaches Hospital Road,
Warringah Road Frenchs Forest
30 March 2015 43218517/1/0
Prepared for:
NSW Roads and Maritime Services
Prepared by URS Australia Pty Ltd
AUSTRALIA
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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
NSW Roads and Maritime Services
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).
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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
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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 4-2 Site Features – AEC2 ............................................................................................................... 17
Table 4-3 Site Features – AEC3 ............................................................................................................... 17
Table 4-4 Site Features – AEC4 ............................................................................................................... 18
Table 4-5 Site Features – AEC5 ............................................................................................................... 18
Table 4-6 AEC1 Site Geology ................................................................................................................... 18
Table 4-7 AEC2 Site Geology ................................................................................................................... 19
Table 4-8 AEC3 Site Geology ................................................................................................................... 19
Table 4-9 AEC4 Site Geology ................................................................................................................... 19
Table 4-10 AEC5 Site Geology ................................................................................................................... 19
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
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TABLES (ATTACHED)
Table 1 – Waste Classification Table – AEC1
Table 2 – Waste Classification Table – AEC2
Table 3 – Waste Classification Table – AEC3
Table 4 – Waste Classification Table – AEC4
Table 5 – Waste Classification Table – AEC5
Table 6 – Soil Analytical Results– AEC1
Table 7 – Soil Analytical Results– AEC2
Table 8 – Soil Analytical Results– AEC3
Table 9 – Soil Analytical Results– AEC4
Table 10 – Soil Analytical Results– AEC5
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
Abbreviation Description
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
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Abbreviation Description
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).
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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;
– AEC2 – excavation of 30 boreholes to a maximum depth of 2.0 mbgl;
– AEC3 – excavation of 13 boreholes to a maximum depth of 2.0 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.
• AEC3 – 13 bores with depths ranging between 0.7 – 2.0 mbgl.
• AEC4 – 14 bores with depths ranging between 0.4 – 2.0 mbgl.
• AEC5 – 4 bores with depths ranging between 1.3 – 1.6 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
Location Approximate Area
(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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Location Approximate Area
(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.
Table 4-2 Site Features – AEC2
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.
Location of Fences and Retaining Walls
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.
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 to the north of the area and residential properties bordering the area.
Table 4-3 Site Features – AEC3
General Land Use of the Area Public Recreation
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.
Location of Fences and Retaining Walls
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.
Table 4-4 Site Features – AEC4
General Land Use of the Area Public Recreation
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.
Location of Fences and Retaining Walls
A section of fencing is present around the playground in the western portion of the site. The remainder of the site is unfenced.
Nearest Natural Watercourse/ Water Features
The nearest surface water receptor is Manly Creek located 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.
Table 4-5 Site Features – AEC5
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.
Location of Fences and Retaining Walls
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.
Nearest Natural Watercourse/ Water Features
The nearest surface water receptor is Manly Creek located 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.
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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Table 4-7 AEC2 Site Geology
Depth General Description
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.
0.1 to 2.0 mbgl (maximum extent borehole)
SANDSTONE: fine to medium grained, creamy brown, white, some clay.
Table 4-8 AEC3 Site Geology
Depth General Description
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.
0.0 to 2.0 mbgl (maximum extent borehole)
Sandy CLAY: medium to high plasticity, brown, orange brown, fine to medium sand, trace of gravel.
0.6 to 1.6 mbgl (maximum extent borehole)
SANDSTONE: fine to medium grained, light grey, grey, white, mottled brown, some clay, hard.
Table 4-9 AEC4 Site Geology
Depth General Description
0 to 0.6 mbgl (maximum)
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.
0.2 to 1.6 mbgl (maximum extent borehole)
SANDSTONE: fine to medium grained, white, creamy brown.
Table 4-10 AEC5 Site Geology
Depth General Description
0 to 0.3 mbgl (maximum)
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.
0.5 to 1.6 mbgl (maximum extent borehole)
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.
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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
-
AEC2 General Solid Waste,
Non Putrescible
Soil material proximal to AEC2_26, to a depth of 0.3 mbgl:
Special Waste – Asbestos Waste
AEC3 General Solid Waste,
Non Putrescible
-
AEC4 General Solid Waste,
Non Putrescible
Soil material proximal to AEC4_2, to a depth of 0.6 mbgl:
Special Waste – Asbestos Waste
AEC5 General Solid 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.
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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
AEC5 MW_AEC5_1 0.007
Nickel
AEC3 MW_AEC3
0.007 0.02
0.042
AEC4 MW_AEC4_2 0.015
AEC5 MW_AEC5_1 0.015
Zinc AEC2 MW_AEC2 0.015 N/A 0.033
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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
AEC5 MW_AEC5_1 0.074
* 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.
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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.
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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
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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.
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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.
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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.
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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
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). 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.
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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.
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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.
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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.
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 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
.
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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.
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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
buildings constructed prior to 1970 have been demolished on the site or materials from
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
buildings constructed prior to 1970 have been demolished on the site or materials from
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 1 – Waste Classification Table – AEC1
Table 2 – Waste Classification Table – AEC2
Table 3 – Waste Classification Table – AEC3
Table 4 – Waste Classification Table – AEC4
Table 5 – Waste Classification Table – AEC5
Table 6 – Soil Analytical Results– AEC1
Table 7 – Soil Analytical Results– AEC2
Table 8 – Soil Analytical Results– AEC3
Table 9 – Soil Analytical Results– AEC4
Table 10 – Soil Analytical Results– AEC5
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
“This page is left intentionally blank for printing purposes”
Table 1. Waste Classification Table - AEC1
RMS Northern Beaches Phase 2
URS Job No.43218517
As
be
sto
s D
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As
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rac
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C2
8 F
rac
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9 -
C3
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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 0.0010CalculatedCalculated 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
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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
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-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
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Bro
mo
ph
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-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
on
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
Maximum Value for General Solid Waste - Contaminant Threshold without TCPL
Maximum Value for Restricted Solid Waste - Contaminant Threshold without TCPL
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.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx1 of 30
Prepared by: SS
Checked by: APW
Table 2. Waste Classification Table - AEC2
RMS Northern Beaches Phase 2
URS Job No.43218517
Asb
esto
s D
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Asb
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s T
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Sam
ple
Weig
ht
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
Ben
zen
e
To
luen
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Eth
ylb
en
zen
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each
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Cad
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Cad
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each
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Ch
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Ch
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ate
Co
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Lead
Lead
-Leach
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Nic
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Nic
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Leach
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Merc
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Merc
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Mo
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Harm
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Sch
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An
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Ben
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Ben
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Dib
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Su
m o
f P
AH
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To
tal P
oly
ch
lori
nate
d b
iph
en
yls
Aro
clo
r 1016
Aro
clo
r 1260
Aro
ch
lor
1232
Aro
ch
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1242
Aro
ch
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1248
Aro
ch
lor
1254
-- -- 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
-- -- 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
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_2_2.0-2.1 2-2.1 N General No - 33 < 10 < 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 - 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_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_3_0.5-0.6 0.5-0.6 N General No - 48 < 10 < 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 - 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_3_1.0-1.1 1-1.1 N General No - 34 < 10 < 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 - 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_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_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 - 60 - 19 18 - 54 - 39 < 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_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_5_1.9-2.0 1.9-2 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 - < 1 - 21 - < 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 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_0.1-0.2 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 6 - < 1 - 66 - 15 109 - 17 - 114 < 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_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 5 - < 1 - 44 - 16 66 - 27 - 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 - - - - - -
25/02/2015 AEC2_14_1.0-1.1 1-1.1 N General No - 58 < 10 < 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 - 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_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_16_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 6 - < 1 - 36 - < 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 AEC2_16_1.9-2.0 1.9-2 N General No - 78 < 10 < 50 < 100 < 100 < 50 < 0.2 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.2 < 1 10 - < 1 - 8 - < 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_17_0.1-0.2 0.1-0.2 N General No - 63 < 10 < 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 - 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_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 AEC2_17_1.9-2.0 1.9-2 N General No - 70 < 10 < 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 - 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 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_0.1-0.2 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 7 - < 1 - 29 - 25 158 - 24 - 77 < 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_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 AEC2_18_1.0-1.1 1-1.1 N General No - 116 < 10 < 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 - 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 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_0.1-0.2 0.1-0.2 N General No - 79 < 10 < 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 - 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_0.5-0.6 0.5-0.6 N General No - 92 < 10 < 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 - 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_0.1-0.2 0.1-0.2 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 - < 1 - 13 - 6 43 - 5 - 21 < 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_0.1-0.2 0.1-0.2 N General No - 57 < 10 < 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 - 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_0.5-0.6 0.5-0.6 N General No - 74 < 10 < 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 - 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_23_0.5-0.6 0.5-0.6 N General No - 102 < 10 < 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 - 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_23_1.0-1.1 1-1.1 N General No - 84 < 10 < 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 - 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 AEC2_24_1.0-1.1 1-1.1 N General No - 78 < 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 - - - - - -
26/02/2015 AEC2_24_1.9-2.0 1.9-2 N General No - 95 < 10 < 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 - 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_25_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 13 - < 1 - 34 - < 5 117 - 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 - - - - - -
26/02/2015 AEC2_25_0.5-0.6 0.5-0.6 N General No - 84 < 10 < 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 - 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_25_1.0-1.1 1-1.1 N General No - 98 < 10 < 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 - 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 - - - - - -
25/02/2015 AEC2_26_0.5-0.6 0.5-0.6 N General No - 109 < 10 < 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 - 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_26_1.9-2.0 1.9-2 N General No - 109 < 10 < 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 - 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_27_0.5-0.6 0.5-0.6 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 - 33 - < 5 26 - < 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_1.0-1.1 1-1.1 N General No - 64 < 10 < 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 - 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_0.1-0.2 0.1-0.2 N General No - 102 < 10 < 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 - 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 AEC2_28_1.9-2.0 1.9-2 N General No - 103 < 10 < 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 - 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_0.1-0.2 0.1-0.2 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 - 18 - 9 36 - 7 - 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 - - - - - -
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 AEC2_30_0.1-0.2 0.1-0.2 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 - < 1 - 10 - 11 105 - 6 - 48 < 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:
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:
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
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
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)
Exceeds Maximum Values for General Solid Waste = Restricted Solid Waste
Exceeds Maximum Values for Restricted Solid Waste = Hazardous Waste
Special waste - Asbestos Waste
LOR: Limit of Reporting
mg/kg: milligrams per kilogram
ppm: parts per million
Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate
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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx2 of 30
Prepared by: SS
Checked by: APW
Table 2a. Waste Classification Table - AEC2
RMS Northern Beaches Phase 2
URS Job No.43218517
cis
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lord
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dri
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ldeh
yd
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HC
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HC
delt
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HC
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tach
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tach
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oxid
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beta
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ben
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HC
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m o
f A
ldri
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Die
ldri
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m o
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DT
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eth
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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
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 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
Location Date Sampled Sample ID
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:
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:
NOTE: TCLP analysis results shown in Table 2b, indicative of General Solid Waste classification in accordance with NSW EPA 2014
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
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.
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
Special waste - Asbestos Waste
AEC2_29
AEC2_30
LOR: Limit of Reporting
mg/kg: milligrams per kilogram
ppm: parts per million
Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate
AEC2_23
AEC2_24
AEC2_25
AEC2_26
AEC2_27
AEC2_28
AEC2_17
AEC2_18
AEC2_19
AEC2_20
AEC2_21
AEC2_22
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx3 of 30
Prepared by: SS
Checked by: APW
Table 3. Waste Classification Table - AEC3
RMS Northern Beaches Phase 2
URS Job No.43218517
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C1
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C2
8 F
rac
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C2
9 -
C3
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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 0.001CalculatedCalculated 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
-- -- 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 40Sample
Location Date Sampled Sample ID
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_6_1.5-1.6 1.5-1.6 N General No - 94.1 < 10 < 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 - 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_0.1-0.2 0.1-0.2 N General No - 33 < 10 < 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 - 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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mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 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 16Sample
Location Date Sampled Sample ID
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:
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:
Action Levels
Maximum Value for General Solid Waste - Contaminant Threshold without TCPL
Maximum Value for Restricted Solid Waste - Contaminant Threshold without TCPL
Units
PCBs
LOR
BTEXN Metals
Cla
ss
ific
ati
on
Asbestos TPH Pesticides PAHs
Maximum Value for General Solid Waste - Specific Contaminant Concentration
Maximum Value for General Solid Waste - Leachable Concentration
AEC3_10
AEC3_2General
AEC3_3
AEC3_4
AEC3_5General
AEC3_6
AEC3_7
AEC3_8General
Maximum Value for General Solid Waste - Contaminant Threshold without TCPL
AEC3_1
AEC3_11
AEC3_12
AEC3_13
Cla
ss
ific
ati
on
AEC3_4
OPPs
LOR
Units
Action Levels
Maximum Value for General Solid Waste - Specific Contaminant Concentration
OCPs
Maximum Value for Restricted Solid Waste - Specific Contaminant Concentration
AEC3_1
AEC3_2General
AEC3_3
LOR: Limit of Reporting
AEC3_5General
AEC3_6
AEC3_7
General
AEC3_9
AEC3_10
AEC3_11
AEC3_12
AEC3_13
AEC3_8
Exceeds Maximum Values for Restricted Solid Waste = Hazardous Waste
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.
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
** Leachate results available for the specific analyte therefore results screened
against Table 2: Specific contaminant concentration
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx4 of 30
Prepared by: SS
Checked by: APW
Table 4. Waste Classification Table - AEC4
RMS Northern Beaches Phase 2
URS Job No.43218517
Asb
esto
s D
ete
cte
d
Asb
esto
s T
yp
e
Sam
ple
Weig
ht
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
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
Ars
en
ic
Ars
en
ic-L
each
ate
Cad
miu
m
Cad
miu
m-L
each
ate
Ch
rom
ium
Ch
rom
ium
-Leach
ate
Co
pp
er
Lead
Lead
-Leach
ate
Nic
kel
Nic
kel-
Leach
ate
Zin
c
Merc
ury
Merc
ury
-Leach
ate
Mo
dera
tely
Harm
ful P
esti
cid
es (
tota
l)
Sch
ed
ule
d C
hem
icals
Nap
hth
ale
ne
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
(b)f
luo
ran
then
e
Ben
zo
(k)f
luo
ran
then
e
Ben
zo
(a)p
yre
ne
Ben
zo
(a)
pyre
ne -
Leach
ate
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
To
tal P
oly
ch
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
-- -- 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
-- -- 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
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_1_0.5-0.6 0.5-0.6 N General No - 136 < 10 < 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 - 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_6_0.5-0.6 0.5-0.6 N General No - 101 < 10 < 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 - 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_7_0.5-0.6 0.5-0.6 N General No - 45.2 < 10 < 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 - 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_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_9_0.5-0.6 0.5-0.6 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 - < 1 - 10 - 7 31 - 4 - 31 < 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_9_0.8-0.9 0.8-0.9 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 - < 1 - 12 - 13 24 - 2 - 22 < 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_13_0.5-0.6 0.5-0.6 N General No - 132 < 10 < 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 - 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_13_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 6 - < 1 - 16 - < 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 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 - - - - - -
27/02/2015 AEC4_14_1.5-1.6 1.5-1.6 N General No - 44.1 < 10 < 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 - 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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0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.2 0.05 0.05 0.05 0.2 0.05 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
Location Date Sampled Sample ID
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:
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:
NOTE: TCLP analysis results shown in Table 4b, indicative of General Solid Waste classification in accordance with NSW EPA 2014
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
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
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 General Solid Waste - Specific Contaminant Concentration
Maximum Value for Restricted Solid Waste - Specific Contaminant Concentration
AEC4_1
AEC4_2
AEC4_3
AEC4_4
AEC4_5
General
AEC4_6
mg/kg: milligrams per kilogram
AEC4_8General
AEC4_9
AEC4_10General
AEC4_11General
AEC4_12General
AEC4_13
AEC4_14
LOR: Limit of Reporting
** - Leachate results available for the specific analyte therefore results screened against Table 2: Specific contaminant concentration
Exceeds Maximum Values for Restricted Solid Waste = Hazardous Waste
Special waste - Asbestos Waste
ppm: parts per million
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.
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
** Leachate results available for the specific analyte therefore results screened
against Table 2: Specific contaminant concentration
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx5 of 30
Prepared by: SS
Checked by: APW
Table 5. Waste Classification Table - AEC5
RMS Northern Beaches Phase 2
URS Job No.43218517
C6
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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
Location Date Sampled Sample ID
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:
TPH: Total Petroleum Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and NaphthalenePAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
* Guideline for Chomium VI
Action Levels:
NOTE: TCLP analysis results shown in Table 5b, indicative of General Solid Waste classification in accordance with NSW EPA 2014
Maximum Value for General Solid Waste - Specific Contaminant Concentration
Maximum Value for General Solid Waste - Leachable Concentration
AEC5_1
AEC5_2
PAHs
Cla
ss
ific
ati
on
TPH BTEXN Metals
LOR
Units
Action Levels
Maximum Value for General Solid Waste - Contaminant Threshold without TCPL
Maximum Value for Restricted Solid Waste - Contaminant Threshold without TCPL
** Leachate results available for the specific analyte therefore results screened
against Table 2: Specific contaminant concentration
General
AEC5_3
Exceeds Maximum Values for General Solid Waste = Restricted Solid Waste
Exceeds Maximum Values for Restricted Solid Waste = Hazardous Waste
LOR: Limit of Reporting
mg/kg: milligrams per kilogram
ppm: parts per million
Maximum Value for General Solid Waste - Contaminant Threshold without TCPL
Maximum Value for Restricted Solid Waste - Contaminant Threshold without TCPL
Guidelines obtained from the NSW Environmental Protection Agency (EPA), Waste
Classification Guidelines, Part 1: Classifying Waste (2014)
AEC5_4
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx6 of 30
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
As
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(s
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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
-- -- 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
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
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
LOR: Limit of Reporting
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 - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 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'
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.
AEC1_1
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx7 of 30
Prepared by: SS
Checked by: TS
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
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
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:
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
Units
Action Levels
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
LOR: Limit of Reporting
AEC1_6
AEC1_2
AEC1_3
AEC1_4
AEC1_5
LOR
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 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'
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.
AEC1_1A
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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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx8 of 30
Prepared by: SS
Checked by: TS
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
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
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:
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
Units
Action Levels
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
LOR: Limit of Reporting
AEC1_6
AEC1_2
AEC1_3
AEC1_4
AEC1_5
LOR
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 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'
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.
AEC1_1T
ota
l P
oly
ch
lori
na
ted
bip
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ny
ls (
PC
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)
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01
6
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26
0
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ch
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12
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42
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pta
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rin
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su
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n
4.4
-DD
E
Die
ldri
n
En
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n
be
ta-E
nd
os
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4.4
-DD
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En
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su
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n s
ulf
ate
4.4
-DD
T
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loro
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(H
CB
)
Su
m o
f A
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n +
Die
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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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx9 of 30
Prepared by: SS
Checked by: TS
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
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
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:
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
Units
Action Levels
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
LOR: Limit of Reporting
AEC1_6
AEC1_2
AEC1_3
AEC1_4
AEC1_5
LOR
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 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'
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.
AEC1_1D
ich
lorv
os
De
me
ton
-S-m
eth
yl
Mo
no
cro
top
ho
s
Dim
eth
oa
te
Dia
zin
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Ch
lorp
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fos
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thy
l
Pa
rath
ion
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thy
l
Ma
lath
ion
Fe
nth
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Ch
lorp
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fos
Pa
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Pir
imp
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Bro
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ph
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Fe
na
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s
Pro
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Eth
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Ca
rbo
ph
en
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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
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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 - - - - - - - - - - -
OPPs
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx10 of 30
Prepared by: SS
Checked by: TS
Table 7. Soil Analytical Results - AEC2
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
Asb
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C10 F
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F1)
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C16 F
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C10 -
C16 m
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F2)
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C34 F
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C40 F
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C40 F
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(su
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Ch
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Ben
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Ben
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Ben
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d b
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Aro
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r 1016
Aro
clo
r 1260
Aro
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1232
Aro
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1242
Aro
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lor
1248
Aro
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1254
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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
NL NL NL NL NL NL NL NL
260 NL 3 NL NL 230 NL
370 NL 3 NL NL NL 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
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HILs - Commercial/Industrial 'D'
AEC2_17
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx11 of 30
Prepared by: SS
Checked by: TS
Table 7. Soil Analytical Results - AEC2
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
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ha-B
HC
beta
-BH
C
-- -- 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
NL NL NL NL NL NL NL NL
260 NL 3 NL NL 230 NL
370 NL 3 NL NL NL 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
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HILs - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
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:
TRH: Total Recoverable 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:
AEC2_18
Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'
mg/kg: milligrams per kilogram
AEC2_26
Exceeds the NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m & 1
m to <2 m) Sand
Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'
AEC2_27
AEC2_28
AEC2_29
AEC2_30
ppm: parts per million
LOR: Limit of Reporting
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'
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
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.
Asbestos Type: Ch - chrysotile, Am - amosite, Cr - Crocidolite
AEC2_23
AEC2_24
AEC2_25
AEC2_19
AEC2_20
AEC2_21
AEC2_22
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx12 of 30
Prepared by: SS
Checked by: TS
Table 7. Soil Analytical Results - AEC2
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
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
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HILs - Commercial/Industrial 'D'
AEC2_17
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
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 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 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
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx13 of 30
Prepared by: SS
Checked by: TS
Table 7. Soil Analytical Results - AEC2
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
LOR
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HILs - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
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:
TRH: Total Recoverable 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:
AEC2_18
Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'
mg/kg: milligrams per kilogram
AEC2_26
Exceeds the NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m & 1
m to <2 m) Sand
Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'
AEC2_27
AEC2_28
AEC2_29
AEC2_30
ppm: parts per million
LOR: Limit of Reporting
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'
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
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.
Asbestos Type: Ch - chrysotile, Am - amosite, Cr - Crocidolite
AEC2_23
AEC2_24
AEC2_25
AEC2_19
AEC2_20
AEC2_21
AEC2_22
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
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 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
< 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - - - - - - - - -
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx14 of 30
Prepared by: SS
Checked by: TS
Table 8. Soil Analytical Results - AEC3
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
Asb
esto
s D
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C6 -
C10 F
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C16 F
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C10 -
C16 m
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16 -
C34 F
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C40 F
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s
-- -- 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
NL NL 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
300 90 300* 17000 600 1200 30000 80 3 300
3000 900 3600* 240000 1500 6000 400000 730 40 4000Sample
Location Date Sampled Sample ID Depth Range (m) Sample Type
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:
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
AEC3_9
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.
PAHs
LOR
Asbestos BTEXN Metals
LOR: Limit of Reporting
mg/kg: milligrams per kilogram
AEC3_13
ppm: parts per million
Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate
AEC3_7
AEC3_8
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
NEPM 2013 HILs - Recreational 'C'
TRH
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
Units
Action Levels
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'
Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'
NEPM 2013 HILs - Commercial/Industrial 'D'
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'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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx15 of 30
Prepared by: SS
Checked by: TS
Table 8. Soil Analytical Results - AEC3
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
Sample
Location Date Sampled Sample ID Depth Range (m) Sample Type
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:
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
AEC3_9
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.
LOR
LOR: Limit of Reporting
mg/kg: milligrams per kilogram
AEC3_13
ppm: parts per million
Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate
AEC3_7
AEC3_8
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
Units
Action Levels
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'
Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'
NEPM 2013 HILs - Commercial/Industrial 'D'
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'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
To
tal
Po
lych
lori
nate
d b
iph
en
yls
Aro
clo
r 1016
Aro
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r 1260
Aro
ch
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1232
Aro
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lor
1242
Aro
ch
lor
1248
Aro
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1254
cis
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En
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En
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Meth
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HC
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-BH
C
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HC
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HC
Hep
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Ald
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Hep
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Die
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-En
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su
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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
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e (
su
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
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 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
< 0.5 < 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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx16 of 30
Prepared by: SS
Checked by: TS
Table 8. Soil Analytical Results - AEC3
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
Sample
Location Date Sampled Sample ID Depth Range (m) Sample Type
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:
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
AEC3_9
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.
LOR
LOR: Limit of Reporting
mg/kg: milligrams per kilogram
AEC3_13
ppm: parts per million
Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate
AEC3_7
AEC3_8
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
Units
Action Levels
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'
Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'
NEPM 2013 HILs - Commercial/Industrial 'D'
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'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
Dic
hlo
rvo
s
Dem
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n-S
-meth
yl
Mo
no
cro
top
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s
Dim
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Dia
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Ch
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Para
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eth
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fos
Para
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os M
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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
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 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 - - - - - - - - - - -
< 0.5 - < 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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx17 of 30
Prepared by: SS
Checked by: TS
Table 9. Soil Analytical Results - AEC4
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
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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
NL NL 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
300 90 300* 17000 600 1200 30000 80 3 300
3000 900 3600* 240000 1500 6000 400000 730 40 4000Sample
Location Date Sampled Sample ID Depth Range (m) Sample Type
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:
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
AEC4_12
AEC4_11
AEC4_7
AEC4_5
AEC4_6
AEC4_9
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
Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'
Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'
mg/kg: milligrams per kilogram
ppm: parts per million
Asbestos Type: Ch - chrysotile
Sample Type: PS - Primary, FD - Duplicate
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.
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
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'
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HILs - Commercial/Industrial 'D'
AEC4_14
AEC4_8
LOR: Limit of Reporting
AEC4_13
AEC4_1
AEC4_2
AEC4_3
AEC4_4
AEC4_10
TRH
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
PAHsMetalsBTEXN
Units
Action Levels
LOR
Asbestos
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx18 of 30
Prepared by: SS
Checked by: TS
Table 9. Soil Analytical Results - AEC4
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
Sample
Location Date Sampled Sample ID Depth Range (m) Sample Type
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:
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
AEC4_12
AEC4_11
AEC4_7
AEC4_5
AEC4_6
AEC4_9
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
Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'
Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'
mg/kg: milligrams per kilogram
ppm: parts per million
Asbestos Type: Ch - chrysotile
Sample Type: PS - Primary, FD - Duplicate
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.
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
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'
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HILs - Commercial/Industrial 'D'
AEC4_14
AEC4_8
LOR: Limit of Reporting
AEC4_13
AEC4_1
AEC4_2
AEC4_3
AEC4_4
AEC4_10
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
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
e (
su
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
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 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
< 0.1 - - - - - - < 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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx19 of 30
Prepared by: SS
Checked by: TS
Table 9. Soil Analytical Results - AEC4
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
Sample
Location Date Sampled Sample ID Depth Range (m) Sample Type
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:
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
AEC4_12
AEC4_11
AEC4_7
AEC4_5
AEC4_6
AEC4_9
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
Exceeds the NEPM 2013 Health Investigation Levels (HILs) - Recreational 'C'
Exceeds the NEPM 2013 HILs - Commercial/Industrial 'D'
mg/kg: milligrams per kilogram
ppm: parts per million
Asbestos Type: Ch - chrysotile
Sample Type: PS - Primary, FD - Duplicate
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.
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 m) Sand
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'
NEPM 2013 HILs - Recreational 'C'
NEPM 2013 HILs - Commercial/Industrial 'D'
AEC4_14
AEC4_8
LOR: Limit of Reporting
AEC4_13
AEC4_1
AEC4_2
AEC4_3
AEC4_4
AEC4_10
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
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
mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg 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 - - - - - - - - - - -
< 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 0.2 < 0.05 < 0.05 < 0.05 < 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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx20 of 30
Prepared by: SS
Checked by: TS
Table 10. Soil Analytical Results - AEC5
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
C6
- C
10
Fra
cti
on
C6
- C
10
Fra
cti
on
min
us
BT
EX
(F
1)
>C
10
- C
16
Fra
cti
on
C1
0 -
C1
6 m
inu
s N
ap
tha
len
e (
F2
)
>C
16
- C
34
Fra
cti
on
>C
34
- C
40
Fra
cti
on
>C
10
- C
40
Fra
cti
on
(s
um
)
Be
nze
ne
To
lue
ne
Eth
ylb
en
ze
ne
m&
p-X
yle
ne
ort
ho
-Xy
len
e
To
tal
Xy
len
es
Su
m o
f B
TE
X
Na
ph
tha
len
e
Ars
en
ic
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
(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
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
NL NL 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
300 90 300* 17000 600 1200 30000 80 3 300
3000 900 3600* 240000 1500 6000 400000 730 40 4000
Sample
Location Date Sampled Sample ID
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:
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
PAHs
LOR
BTEXN MetalsTRH
Units
Action Levels
CRC Care HSLs for Direct Contact - Recreational/Open Space 'C'
CRC Care HSLs for Direct Contact - Commercial/Industrial 'D'
ppm: parts per million
AEC5_1
LOR: Limit of Reporting
mg/kg: milligrams per kilogram
AEC5_2
AEC5_3
AEC5_4
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (1 m to <2 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (0 m to <1 m) Sand
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (1 m to <2 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'
NEPM 2013 HILs - Commercial/Industrial 'D'
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'
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
Sample Type: PS - Primary, FD - Duplicate
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.
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx21 of 30
Prepared by: SS
Checked by: TS
Table 11: Groundwater Gauging Data
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx22 of 30
Prepared by: SS
Checked by: TS
Table 12: Groundwater Quality Data – Field Parameters
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx23 of 30
Prepared by: SS
Checked by: TS
Table 13: Groundwater Analytical Results
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
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
NL NL NL NL NL NL NL NL
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:
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
LOR
Units
TPH TRH
MW_AEC4_1
Metals
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.
ug/l: micrograms per litre
BTEXN
mbtoc: metres below top of casing
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (2 m to <4 m) Sand
NHMRC 2011 Australian Drinking Water Guidelines
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (2 m to <4 m) Sand
ANZECC 2000 Marine Water 95%
MW_AEC4_2
LOR: Limit of Reporting
mg/l: milligrams per litre
Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate
*Guideline for Chromium VI
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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx24 of 30
Prepared by: SS
Checked by: TS
Table 13: Groundwater Analytical Results
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
Sample Location Date Sampled Sample ID
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:
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
LOR
Units
MW_AEC4_1
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.
ug/l: micrograms per litre
mbtoc: metres below top of casing
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (2 m to <4 m) Sand
NHMRC 2011 Australian Drinking Water Guidelines
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (2 m to <4 m) Sand
ANZECC 2000 Marine Water 95%
MW_AEC4_2
LOR: Limit of Reporting
mg/l: milligrams per litre
Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate
*Guideline for Chromium VI
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
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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx25 of 30
Prepared by: SS
Checked by: TS
Table 13: Groundwater Analytical Results
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
Sample Location Date Sampled Sample ID
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:
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
Action Levels:
LOR
Units
MW_AEC4_1
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.
ug/l: micrograms per litre
mbtoc: metres below top of casing
NEPM 2013 HSLs for Vapour Intrusion - Recreational/Open Space 'C' (2 m to <4 m) Sand
NHMRC 2011 Australian Drinking Water Guidelines
NEPM 2013 HSLs for Vapour Intrusion - Commercial/Industrial 'D' (2 m to <4 m) Sand
ANZECC 2000 Marine Water 95%
MW_AEC4_2
LOR: Limit of Reporting
mg/l: milligrams per litre
Sample Type: PS - Primary, FD - Duplicate, FT - Triplicate
*Guideline for Chromium VI
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
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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx26 of 30
Prepared by: SS
Checked by: TS
Table 14. QA/QC Analytical Results - Trip Blanks
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
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
Location Date Sampled Sample ID
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
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
QAQC: Quality assurance/Quality control
QAQC
LOR: Limit of Reporting
mg/kg: milligrams per kilogram
BTEXNTRH
chemical_name
LOR
Units
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx27 of 30
Prepared by: SS
Checked by: TS
Table 15. QA/QC Analytical Results - Rinsate and Field Blanks
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
C6 -
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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:
LOR: Limit of Reporting
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
mg/l: milligrams per litre
ug/l: micrograms per litre
ppm: parts per million
RB: Rinsate Blank
FB: Field blank
QAQC: Quality assurance/Quality control
-': Not analysed
TPH TRH MetalsBTEXN
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx28 of 30
Prepared by: SS
Checked by: TS
Table 15. QA/QC Analytical Results - Rinsate and Field Blanks
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
LOR
Units
Sample Location Date Sampled Sample ID Sample Type
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:
LOR: Limit of Reporting
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
mg/l: milligrams per litre
ug/l: micrograms per litre
ppm: parts per million
RB: Rinsate Blank
FB: Field blank
QAQC: Quality assurance/Quality control
-': Not analysed
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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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx29 of 30
Prepared by: SS
Checked by: TS
Table 15. QA/QC Analytical Results - Rinsate and Field Blanks
Northern Beaches Hospital Road, Warringah Road, Frenchs Forest - Phase 2 ESA
Roads and Maritime Services (RMS)
URS Job No. 43218517
LOR
Units
Sample Location Date Sampled Sample ID Sample Type
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:
LOR: Limit of Reporting
TPH: Total Petroleum Hydrocarbons
TRH: Total Recoverable Hydrocarbons
PID: photo-ionisation detector
BTEXN: Benzene, Toluene, Ethylbenzene, Total Xylenes and Naphthalene
PAHs: Polycyclic aromatic hydrocarbons
OCP: Organophosphorus Pesticides
OPP: Organophosphorus Pesticides
mg/l: milligrams per litre
ug/l: micrograms per litre
ppm: parts per million
RB: Rinsate Blank
FB: Field blank
QAQC: Quality assurance/Quality control
-': Not analysed
PCBs
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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
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -
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- - - - - - - - - - - - - - - - - - - -
< 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
URS Australia Pty Ltd.
J:\SYD\43218517\5 WIP\7. Tables\RMS Tables jp.xlsx30 of 30
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
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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
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GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944GW108944
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GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110153GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154GW110154
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
y
Holland Cr
Panorama Cr
Careebong
Rd (Carrebong Rd)
Nand
i Av
Blue
gum
Cr
Parni Pl
Karingal Cr
Aquatic Centre Accs
Figure:
Rev. A3
2
NORTHERN BEACHES HOSPITAL ROAD ACCESS
AND NETWORK ENHANCEMENT PROJECT
ROADS AND MARITIME SERVICES
SITE LAYOUT PLANS
This d
rawing
is sub
ject to
COPY
RIGHT
.
A
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
AEC2-25AEC2-26 AEC2-27
AEC2-28AEC2-29 AEC2-30
AEC1-2AEC1-1
AEC1-3
AEC1-4
AEC1-5
AEC1-6
MW-AEC2
Figure:
Rev. A3
3a
NORTHERN BEACHES HOSPITAL ROAD ACCESS
AND NETWORK ENHANCEMENT PROJECT
ROADS AND MARITIME SERVICES
AEC1 & AEC2 LAYOUT PLAN
This d
rawing
is sub
ject to
COPY
RIGHT
.
A
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: 43218517.003
PATH: T:\JOBS\43218517\Workspaces\43218517.003.mxd
DATE: 9/03/2015
Coordinate System: GDA 1994 MGA Zone 56Projection: Transverse Mercator
Datum: GDA 1994Units: Meter
/0 20 4010
Metres
Legend@A Borehole Locations
ED Monitoring Well
Cadastre
Areas of EnvironmentalConcern
AEC1
AEC2
Source: Aerial Imagery - Nearmap 2015
@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
Figure:
Rev. A3
3b
NORTHERN BEACHES HOSPITAL ROAD ACCESS
AND NETWORK ENHANCEMENT PROJECT
ROADS AND MARITIME SERVICES
AEC3 LAYOUT PLAN
This d
rawing
is sub
ject to
COPY
RIGHT
.
A
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: 43218517.004
PATH: T:\JOBS\43218517\Workspaces\43218517.004.mxd
DATE: 11/06/2015
Coordinate System: GDA 1994 MGA Zone 56Projection: Transverse Mercator
Datum: GDA 1994Units: Meter
/0 10 205
Metres
Legend@A Borehole Locations
ED Monitoring Well
Cadastre
Areas of EnvironmentalConcern
AEC3
Source: Aerial Imagery - Nearmap 2015
@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
NORTHERN BEACHES HOSPITAL ROAD ACCESS
AND NETWORK ENHANCEMENT PROJECT
ROADS AND MARITIME SERVICES
AEC4 & AEC5 LAYOUT PLAN
This d
rawing
is sub
ject to
COPY
RIGHT
.
A
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: 43218517.005
PATH: T:\JOBS\43218517\Workspaces\43218517.005.mxd
DATE: 11/06/2015
Coordinate System: GDA 1994 MGA Zone 56Projection: Transverse Mercator
Datum: GDA 1994Units: Meter
/0 10 205
Metres
Legend@A Borehole Locations
ED Monitoring Well
Cadastre
Areas of EnvironmentalConcern
AEC4
AEC5
Source: Aerial Imagery - Nearmap 2015
43218517/1/0
APPENDIX A BORELOGS
“This page is left intentionally blank for printing purposes”
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
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
1.40 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_2S
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.
End of borehole at 1.6m due to refusal on ironstone.
0.0
0.0
0.0
0.0
L
VSt
H
M
M
D/M
SC
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:
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:
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_3S
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.
End of borehole at 1.1m due to refusal on ironstone.
0.0
0.0
0.0
L
VSt
H
D
D/M
D
(SM)
CL/CH
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
27-2-15
27-2-15
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_4S
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.
End of borehole at 1.0m due to refusal on ironstone.
0.0
0.0
0.0
MD
VSt
D
M
(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:
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:
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_5S
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.
End of borehole at 1.6m due to refusal on ironstone.
D
H
D
D
(SM)
SC
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
27-2-15
27-2-15
Location:43218517
-
100 mm
1.60 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_6S
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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_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
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
L
D
D
D
SM
SC
Hand Auger 0.0 - 0.6mSolid Stem Auger 0.6m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_2S
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
Hand Auger 0.0 - 0.1mSolid Stem Auger 0.1m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_3S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
D/M
D/M
D
SC
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_4S
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.
End of borehole at 2.0 m
0.0
0.0
0.0
0.0
L
VSt
H
D
M
D
(SP)
CL
Hand Auger 0.0 - 0.1mSolid Stem Auger 0.1m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_5S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
D
VSt
H
M
M
M
D
(SP)
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC2_6S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
VSt
VSt
M
M
(CL)
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_7S
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
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_8S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
F
F
H
M
M
D/M
(SP)
(CL/CH)
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_9S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
St
D/M
M
(SM)
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_10S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
VSt
H
H
M
M
D
D
(SP)
(CL/CH)
CL
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_11S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
L
H
D
H
D/M
D
D
M
D
(SM)
SP
CH
SP
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_12S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
H
D
D
D
D
(SP)
CL/CH
SP
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_13S
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.
End of borehole at 2.0 m
0.0
0.0
0.0
0.0
L
VSt
VSt
VSt
D
D
D
D/M
(SP)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
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 AEC2_14S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
H
H
D
D
D
(SP)
CL
Hand Auger 0.0 - 0.4mSolid Stem Auger 0.4m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_15S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
VSt
H
H
D
D
M
D
(SP)
CL
CL
Hand Auger 0.0 - 1.1mSolid Stem Auger 1.1m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_16S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
H
St
H
D
D
D
D/M
(SM)
SC
CH
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_17S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
S
St
St
H
M
M
M
D
(CL/CH)
CL
CL
Hand Auger 0.0 - 0.6mSolid Stem Auger 0.6m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_18S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
VSt
H
D/M
M
M
(SM)
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_19S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
St
H
H
D
D
D
D
SM
CL
CL
Hand Auger 0.0 - 0.6mSolid Stem Auger 0.6m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_20S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
St
H
H
D
D
D
D
SM
CL
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_21S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
VSt
H
H
D/M
D
D
D
SM
CL
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_22S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
H
H
D
D
D/M
(SP)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
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 AEC2_23S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
L
H
D
D
D
(SM)
SC
Hand Auger 0.0 - 0.7mSolid Stem Auger 0.7m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
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 AEC2_24S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
H
H
M
D
D
(SM)
CL
Hand Auger 0.0 - 0.3mSolid Stem Auger 0.3m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC2_25S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
H
H
D
D
D
SM
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Remarks:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC2_26S
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.
Colour grading to brown.
SANDSTONE; matrix recovered as fine to medium gravel,brown to light red brown, trace of clay, dry, hard, no detectableodour, no staining.
Ironstone layer.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
VSt
H
H
H
D
D
D
D
CL
CL
Hand Auger 0.0 - 0.6mSolid Stem Auger 0.6m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC2_27S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
VSt
H
H
D
D
D
(CL)
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC2_28S
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
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC2_29S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
VSt
D
D
SM
CL
Hand Auger 0.0 - 1.2mSolid Stem Auger 1.2m - 2.0m
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC2_30S
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.
Colour grading to brown.
Color grading to brown, mottled red brown, trace of roots.
Colour grading to orange brown, mottled red brown.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
St
H
H
D
D
D
D
(SM)
(CL)
CL/CH
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_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
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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_2S
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.
End of borehole at 2.0m
0.0
0.0
0.0
0.0
L
St
VSt
D
M
M
(SM)
(CL)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_3S
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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_4S
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.
End of borehole at 1.6m due to refusal on sandstone.
0.0
0.0
0.0
0.0
VSt
H
D
D
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_5S
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.
End of borehole at 1.6m due to refusal on sandstone.
0.0
0.0
0.0
0.0
VSt
H
D
D
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_6S
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.
End of borehole at 1.1m due to refusal on sandstone.
0.0
0.0
0.0
L
St
H
D/M
D
D
(SM)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_7S
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.
End of borehole at 1.6m due to refusal on sandstone.
0.0
0.0
0.0
0.0
St
H
D
D
(CL)
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_8S
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.
End of borehole at 1.1m due to refusal on sandstone.
0.0
0.0
0.0
L
VSt
H
D/M
D
D
(SM)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_9S
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.
End of borehole at 1.4m due to refusal on sandstone.
0.0
0.0
0.0
L
VSt
H
D
D
D
(SM)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_10S
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.
End of borehole at 1.3m due to refusal on ironstone.
0.0
0.0
0.0
VSt
VSt
D
M
(CL)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_11S
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.
End of borehole at 1.0m due to refusal on sandstone.
0.0
0.0
0.0
VSt
St
D
D
(CL)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_12S
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
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ST
IGA
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25.
02.1
5 -
02.0
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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.
End of borehole at 0.7m due to refusal on sandstone.
VSt
St
D
D
(SM)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC3_13S
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
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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)
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_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
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.
End of borehole at 0.9m due to refusal on ironstone.
0.0
0.0
0.0
MD
H
M
D/M
(SM)
SC
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_2S
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.
End of borehole at 0.4m due to refusal on sandstone.
0.0
0.0
(SM)
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_3S
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.
End of borehole at 1.6m due to refusal on ironstone.
0.0
0.0
0.0
0.0
L
H
D
D
(SM)
(CL)
GP
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_4S
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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_5S
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.
End of borehole at 1.3m
0.0
0.0
0.0
L
H
H
M
D
D
(SM)
(CL)
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_6S
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.
End of borehole at 0.7m due to refusal on ironstone.
0.0
0.0
L
H
M
D
W
SM
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_7S
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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_8S
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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_9S
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.
End of borehole at 1.1m due to refusal on sandstone.
0.0
0.0
0.0
L
VSt
M
M
(SM)
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC4_10S
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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_11S
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_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.
End of borehole at 0.7m due to refusal on ironstone.
0.0
0.0
LM(SM)
SC
CL
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC4_12S
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_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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
Logged By:
Checked By:
Date Started:
Date Finished:
Daniel Der Tateossian
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:
Hand Auger / Solid Stem 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 AEC4_13S
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_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.
End of borehole at 1.6m due to refusal on ironstone.
0.0
0.0
0.0
0.0
St
VSt
F
H
M
M
M
M
(CL)
CL/CH
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC4_14S
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
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
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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
ProjectReference:
Project No.:
Bore Size:
Total Depth:
Casing Size:
Hand Auger / Solid Stem 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 AEC5_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
17/3
/15
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.
End of borehole at 1.3m due to refusal on ironstone.
0.0
0.0
87.2
79.1
L
St
VSt
VSt
M
M
M
M
(SM)
(CL)
CL/CH
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC5_2S
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
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.
End of borehole due to refusal on ironstone at 1.6m
0.0
0.0
0.0
0.0
L
VSt
VSt
M
M
M
(SM)
(CL)
CH
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC5_3S
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
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
End of borehole due to refusal on ironstone at 1.4m
0.0
0.0
0.0
0.0
L
VSt
D
M
SM
CL
CL/CH
Drilling Contractor: Matrix Drilling Pty Ltd
URS Australia Pty LtdLevel 4, 407 Pacific Highway,Artarmon, NSW
Geoprobe
Drill Fluid:Permit No:
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:
Hand Auger / Solid Stem 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 AEC5_4S
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
43218517/1/0
APPENDIX B EQUIPMENT CALIBRATION SHEETS
AVAILABLE UPON REQUEST
“This page is left intentionally blank for printing purposes”
43218517/1/0
APPENDIX C LABORATORY REPORTS
AVAILABLE UPON REQUEST
“This page is left intentionally blank for printing purposes”
43218517/1/0
APPENDIX D DATA VALIDATION
AVAILABLE UPON REQUEST
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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)
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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
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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
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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
Memo To: NSW Roads and Maritime Services (Environmental Team) 13 May 2015 Page 3 of 5
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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.
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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
NORTHERN BEACHES HOSPITAL ROAD ACCESS
AND NETWORK ENHANCEMENT PROJECT
ROADS AND MARITIME SERVICES
LNAPL ASSESSMENT
This d
rawing
is sub
ject to
COPY
RIGHT
.
A
DRAWN: STB APPROVED: SR
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: 43218517.007
PATH: T:\JOBS\43218517\Workspaces\43218517.007.mxd
DATE: 13/05/2015
Coordinate System: GDA 1994 MGA Zone 56Projection: Transverse Mercator
Datum: GDA 1994Units: Meter
/0 2 41
Metres
LegendED Monitoring Well
Cadastre
Areas of EnvironmentalConcern
AEC5
Source: Aerial Imagery - Nearmap 2015
Memo To: NSW Roads and Maritime Services (Environmental Team) 13 May 2015 Page 5 of 5
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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 dane.mallinson@urs.com loren.schiavon@alsglobal.com
:: 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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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 8, 420 George St Sydney NSW 2000 Australia T: +61 2 8925 5500 F: +61 2 8925 5555
www.urs.com.au
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