Water Tank and Soil Sampling Report
Woodvale
Prepared for:
Department of Environmental, Land Water and Planning
Level 10, 8 Nicholson Street
East Melbourne Vic 3002
Distribution
Distribution
Water Tank and Soil Sampling Report – Woodvale
12 August 2015
Copies
Recipient
Copies
Recipient
1 electronic copy
Martin Robinson
Department of Environmental, Land,
Water and Planning
Level 10, 8 Nicholson Street
East Melbourne Vic 3006
1 PDF
Senversa Project File
1
Reliance - This document has been prepared solely for the use of DELWP No responsibility or liability to any third party is accepted
for any damages arising out of the use of this document by any third party.
2
Copyright and Intellectual Property – No portion of this document may be removed, extracted, copied, electronically stored or
disseminated in any form without the prior written permission of Senversa. Intellectual property in relation to the methodology
undertaken during the creation of this document remains the property of Senversa.
3
Technical Limitations and Assumptions - This document is issued subject to the technical limitations and assumptions
provided in Section 10.
4
Confidentiality – This report was prepared for DELWP and may contain confidential information. If you receive this report in error,
please contact Senversa and we will arrange collection of this document.
Senversa Pty. Ltd.
ABN: 89 132 231 380
Ground Floor, 51 Clarke Street, Southbank Vic 3006
tel: + 61 3 9606 0070; fax: + 61 3 9606 0074
www.senversa.com.au
Primary
Author
Project
Manager
Belle Casement
Senior Environmental Scientist
Project
Director
Belle Casement
Senior Environmental Scientist
Technical
Peer
Review
Victoria Lazenby
Senior Associate
Michael Charge
Principal
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Contents
Contents
List of Acronyms ...........................................................................................................................................................................iv
1.0
Introduction ........................................................................................................................................................................1
1.1
Project Background...........................................................................................................................................................1
1.2
Objectives...........................................................................................................................................................................1
1.3
Scope of Work Undertaken ...............................................................................................................................................1
2.0
Background Information ...................................................................................................................................................3
2.1
Investigation Area Details .................................................................................................................................................3
2.2
Environmental Setting.......................................................................................................................................................3
2.2.1
Topography, Drainage and Nearest Surface Water Body ......................................................................................3
2.2.2
Regional Geology ...................................................................................................................................................3
2.2.3
Regional Hydrogeology...........................................................................................................................................4
2.3
Potential Contaminants of Concern.................................................................................................................................4
3.0
Regulatory Framework for Assessment ..........................................................................................................................5
3.1
Soil ......................................................................................................................................................................................5
3.2
3.1.1
Regulatory Framework............................................................................................................................................5
3.1.2
Protected Beneficial Uses of Land ..........................................................................................................................5
3.1.3
Soil Quality Objectives ............................................................................................................................................5
Water ...................................................................................................................................................................................6
3.2.1
Regulatory Framework............................................................................................................................................6
3.2.2
Protected Beneficial Uses of Water ........................................................................................................................7
3.2.1
Tank Water Quality Objectives ...............................................................................................................................7
4.0
Investigation Methodology ...............................................................................................................................................8
4.1
Standards and Guidance Documents ..............................................................................................................................8
4.2
Investigation Strategy .......................................................................................................................................................8
4.2.1
4.3
Additional Works .....................................................................................................................................................9
Investigation Program .......................................................................................................................................................9
4.3.1
Water Quality Parameters .....................................................................................................................................10
4.4
Laboratory Analysis ........................................................................................................................................................10
4.5
Quality Assurance / Quality Control ..............................................................................................................................11
5.0
Water Results ...................................................................................................................................................................12
5.1
Water Quality Parameters ...............................................................................................................................................12
5.2
Tank Water Laboratory Results......................................................................................................................................12
5.2.1
Arsenic ..................................................................................................................................................................13
5.2.2
Antimony ...............................................................................................................................................................13
5.2.3
Cadmium ...............................................................................................................................................................14
5.2.4
Lead ......................................................................................................................................................................14
5.2.5
Manganese ...........................................................................................................................................................15
5.2.6
Zinc .......................................................................................................................................................................15
5.2.7
Summary of Exceedences ....................................................................................................................................16
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Contents
5.3
Comparison with New Moon Discharge Water .............................................................................................................17
5.4
Directional and Distance Data Breakdown....................................................................................................................17
6.0
Soil and Sediment Results..............................................................................................................................................18
6.1
Site Specific Geology ......................................................................................................................................................18
6.2
Field Observations ..........................................................................................................................................................18
6.3
Soil Laboratory Results ..................................................................................................................................................18
6.3.1
Maintenance of Modified Ecosystems ..................................................................................................................18
6.3.2
Human Health .......................................................................................................................................................19
6.4
Comparison with WEPC Sediment Samples .................................................................................................................19
6.5
Directional and Distance Data Breakdown....................................................................................................................20
7.0
Data Trends ......................................................................................................................................................................21
8.0
Conclusions .....................................................................................................................................................................23
9.0
Limitations and Uncertainty ...........................................................................................................................................24
9.1
Inherent Uncertainties and Limitations .........................................................................................................................24
9.2
Project Specific Uncertainties ........................................................................................................................................25
10.0
References .......................................................................................................................................................................26
Figures
Figure 1: Site Area Plan
Figure 2: Sample Location Plan
Figure 3: Directional Data Breakdown
Figure 4: Distance Data Breakdown
Tables
Table 1: Water Quality Parameters
Table 2: Questionnaire Response Summaries
Table 3: Analytical Tank Water Results
Table 4: Statistical Summary of Water Results
Table 5: Analytical Soil Results – Standard Maintenance of Ecosystems Criteria
Table 6: Analytical Soil Results – Ecological Significant Maintenance of Ecosystems Criteria
Table 7: Statistical Summary of Surface Soil and Pond Sediment Results
Table 8a: Soil - Directional Data Summary
Table 8b: Soil - Distance Data Summary
Table 8c: Tank Water - Directional Data Summary
Table 8d: Tank Water - Distance Data Summary
Appendix A: Site Lithology Summaries
Appendix B: Equipment Calibration Certificates
Appendix C: Laboratory Certificates of Analysis
Appendix D: Quality Assurance / Quality Control
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List of Acronyms
List of Acronyms
Acronym
Description
ABC
Ambient background concentrations
ACL
And added contaminant limits
AHD
Australian Height Datum
ALS
Australian Laboratory Services Pty. Ltd.
ANZECC
Australia and New Zealand Environment Conservation Council
bgl
Below ground level
CoC
Chain of custody
CoPC
Chemical of potential concern
DELWP
Department of Environment, Land and Planning
DHHS
Department of Health and Human Service
DCNR
Department of Conservation and Natural Resources
DO
Dissolved oxygen
DQOs
Data quality objectives
EC
Electrical Conductivity
EIL
Ecologically-based Investigation Level
ESA
Environmental site assessment
EPA
Victorian Environment Protection Authority
Eurofins
Eurofins Pty Ltd | Mgt
GPS
Global positioning system
HASP
Health and Safety Plan
HIL
Health-based investigation level
LNAPL
Light non aqueous phase liquid
LOR
Limit of reporting
LTV
Long term trigger value
m AHD
Metres above Australian Height Datum
m bgl
Metres below ground level
m bTOC
Metres below top of casing
MGA
Map Grid Australia
MoE
Maintenance of Ecosystems
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List of Acronyms
Acronym
Description
NATA
National Association of Testing Authorities
NEPC
National Environment Protection Council
NEPM
National Environment Protection Measure
PMCL
Prevention and Management of Contamination of Land
QA/QC
Quality analysis / quality control
RFQ
Request for quote
RSLs
Regional Screening Levels - USEPA
SAP
Sampling and analysis plan
SEPP
State Environment Protection Policy
STV
Short term trigger value
TDS
Total dissolved solids
WEPC
Woodvale Evaporation Pond Complex
WoV
Waters of Victoria
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Introduction
1.0
Introduction
Senversa Pty Ltd was engaged by the Department of Environment, Land, Water and Planning
(DELWP) to undertake a baseline metals investigation of domestic tank water and soils in the area
surrounding the Woodvale Evaporation Pond Complex (WEPC). The WEPC is located approximately
10 km north of Bendigo.
Figure 1 depicts the WEPC area and the surrounding area.
1.1
Project Background
The WEPC is a purpose built water management facility, which forms part of the gold mining
operations in the Bendigo region. Groundwater containing naturally occurring salts and metals is
pumped to the site to evaporate as a part of mine dewatering.
With active mining in the region coming to an end, DELWP is coordinating the development of options
for the management of groundwater in mine voids beneath Bendigo. As part of this broader study by
DELWP, and in response to community concerns about the WEPC, DELWP commissioned the
sampling and analysis of water samples from domestic rainwater tanks and surface soils in the vicinity
of the WEPC. The community concerns were raised over the potential for the ponds to dry out, with
dust from the ponds potentially carried by the wind, deposited onto nearby land (including roofs), and
entering nearby rainwater tanks used for drinking water purposes.
1.2
Objectives
The objective of this assessment was to carry out a baseline investigation, assessing if off-site
migration of sediments sourced from the WEPC has resulted in elevated concentrations of metals in
domestic rainwater tank water and in surface soils in the vicinity of the ponds.
The scope of works was to:

Assess the concentrations of metals in primary domestic rainwater tanks used for drinking water
supply in the vicinity of the WEPC.

Establish the current baseline conditions of metal concentrations in surface soils in the vicinity of
the WEPC.
Domestic rainwater tanks were considered to be those tanks currently or regularly supplying drinking
water for the property.
1.3
Scope of Work Undertaken
The scope of work undertaken was in part specified in the request for quotation (from DELWP, 25
March 2015), and further detailed in the Senversa proposal response dated 7 April 2015. The
Sampling and Analysis Plan (SAP), 17 June 2015, (Senversa, 2015) was also prepared prior to
conducting field-based investigation works. In summary, the investigation scope included:

Preparation of the SAP, including approximation of the number of domestic rainwater tanks within
1,000m of the WEPC, development of a soil sampling regime and development of analytical
schedules for both soil and water samples.

Collection of samples from domestic rain water tanks within the sampling area. A total of 53
samples were collected from around the ponds.
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Introduction

Collection of a background domestic tank water sample located approximately 3.5 km south of the
WEPC.

Collection of 50 soil samples from within the sampling area.

Analysis of soil and water samples for chemicals of potential concern (CoPC) by laboratories
accredited by National Association of Testing Authorities Australia (NATA) for the analysis
methods used.

Data quality assurance and quality control (QA/QC) procedures.

Preparation of individual letter reports outlining analytical results for each individual property
where sampling was conducted.

Preparation of this report.
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Background Information
2.0
Background Information
A description of the site and regional environmental setting is summarised in the following sections.
2.1
Investigation Area Details
The WEPC is owned by Unity Mining Ltd. The study area extended approximately 1km from the edge
of the ponds in all directions. Land uses surrounding the ponds include:

A rail line to the west and public roads (sealed and unsealed).

Private properties.


Low density residences.

Grazing and cropping paddocks.
Greater Bendigo National Park.
Land uses beyond the investigation area continue on as listed above.
Figure 1 depicts the boundary of the WEPC and the surrounding area.
2.2
Environmental Setting
2.2.1
Topography, Drainage and Nearest Surface Water Body
A topographical map was obtained for the site from www.land.vic.gov.au on 23 March 2015.
The information obtained from the Department of Transport, Planning and Local Infrastructure
Planning Maps Online resource indicates that the southern portion of the ponds are subject to
inundation.
During the field works, the investigation area was observed to be relatively flat.
The nearest surface water bodies in and around the investigation area were:

Several dams present on farmland properties in all directions from the ponds.

Myers Creek located approximately 410 m west of the ponds.

Nuggety Gully (ephemeral) located approximately 180-520 m north of the ponds.

Snowball Gully (ephemeral) located approximately 850 m to the south east of the ponds.
2.2.2
Regional Geology
The Geological Society of Victoria 1: 50,000 Raywood Sheet indicates that the area is directly
underlain by the Ordovician Castlemaine Supergroup comprised of sandstone, turbiditic, siltstone,
black shale with rare limestone including coarse amalgamated beds and displaying crossbedding and
grading. Mudstones (carbonaceous and fossiliferous) present are massive to finely laminated. The
geologic sequence is generally a fining upward sequence.
The Castlemaine Supergroup is overlain by Deep Lead sediments that outcrop in this area. These
sediments typically comprise of ferruginised mature quartz gravels fining upwards to sand and clay.
The Deep Lead is overlain by the Shepparton Formation, which is comprised of Quaternary aged
alluvial and colluvium sediments such as clay, silt sand and gravel. The surface sediments across the
investigation area are generally comprised of the Shepparton Formation.
This geology of the investigation area is presented in the map below.
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Background Information
WEPC
Extract from Geological Society of Victoria – Raywood (1:50,000) Map sheet (2001)
NWS = Shepparton Formation, Occ/Och/Ocb = Ordovician Basement , Qc = Quaternary Colluvial Sediments
Elevated naturally occurring arsenic in soils are common in the region, particularly associated with
gold bearing units (Geoscience Australia, 2003). The naturally occurring arsenic can be reported at
concentrations up to several hundred milligrams per kilogram in natural soils in Bendigo, and at even
higher concentrations in mine related waste rock and overburden (Hinwood et al, 1998).
2.2.3
Regional Hydrogeology
Available hydrogeological mapping for the Bendigo region (1:125,000 Map of Bendigo and Part of
Deniliquin, published by the Department of Industry, Technology and Resources) used in conjunction
with previous groundwater investigations at the site (URS, 2014), indicates the primary aquifer is the
Shepparton Formation, which consists of semi-confined to unconfined alluvial and colluvial aquifers,
comprised of sand and silt (likely to be minor on a regional scale).
The broader regional groundwater flow is expected to be towards the north west along the regional
fold axis, prior to discharge in to the Murray Basin sediments of the Shepparton Formation.
2.3
Potential Contaminants of Concern
Based on the information presented within the previous reports, the primary contaminants of potential
concern (CoPC) in areas surrounding the WEPC were considered to be accumulated metals and
metalloids from the water and sediments within the ponds.
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4
Regulatory Framework for Assessment
3.0
Regulatory Framework for Assessment
The following sections outline the regulatory framework used in the assessment and details relevant
objectives and/or investigation levels which have been adopted.
3.1
Soil
3.1.1
Regulatory Framework
The State Environment Protection Policy (Prevention and Management of Contamination of Land)
2002 (SEPP (PMCL)) sets out the regulatory framework for the prevention and management of
contaminated land within the State of Victoria. The intent of this framework is to maintain and
maximise, to the extent practicable, the quality of the land environment in Victoria, in order to protect
its existing and potential beneficial uses. The SEPP (PMCL) was declared in June 2002 in accordance
with Section 16 of the Environment Protection Act, 1970, and EPA Victoria is responsible for its
implementation.
The SEPP (PMCL) identifies a range of land use categories and relevant protected beneficial uses for
each of these categories, as well as indicators (chemical or other characteristics) and objectives for
these indicators to determine whether the level of an indicator may pose an unacceptable risk to (i.e.
precludes) protected beneficial uses.
3.1.2
Protected Beneficial Uses of Land
As discussed in Section 2.1, the investigation area contains multiple land uses including low density
residences, farming paddocks and a national park. The potential future uses of the site are anticipated
to remain the same. In line with the objectives of the assessment, human health and maintenance of
ecosystems have been assessed as protected beneficial uses of land. Other beneficial uses protected
under SEPP (PMCL) include buildings and structures, aesthetics, and the production of food, flora and
fibre); these are considered generally protected by adopting human health and maintenance of
ecosystems objectives as initial screening criteria.
3.1.3
Soil Quality Objectives
Human Health
The SEPP (PMCL) states that the level of a chemical substance or waste must not be greater than the
investigation level specified for human health in the NEPM.
Schedule B(1) of the current version of the NEPM (NEPC, 2013) provides a range of investigation
levels for the protection of human health, referred to as Health-based Investigation Levels (HILs). HILs
and are provided for four generic land use settings as follows:

HIL A – Residential with garden/accessible soil (home-grown produce contributing less than 10%
of vegetable and fruit intake; no poultry). This category also includes children’s day-care centres,
kindergartens, preschools and primary schools.

HIL B – Residential with minimal opportunities for soil access. Includes dwellings with fully and
permanently paved yard space such as high-rise apartments and flats.

HIL C – Public open space such as parks, playgrounds, playing fields (e.g. ovals), secondary
schools and footpaths. It does not include undeveloped public open space (such as urban
bushland and reserves) which should be subject to a site-specific assessment where appropriate.

HIL D – Commercial/industrial such as shops, offices, factories and industrial sites.
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5
Regulatory Framework for Assessment
It is emphasised within the NEPM that HILs are not intended for use as default remediation trigger
criteria, but are intended to prompt an appropriate site-specific assessment of risk when they are
exceeded. This is consistent with Table 2 of the SEPP (PMCL), which allows for objectives derived
using a risk-based methodology to be adopted in place of HILs.
Based on the current and foreseeable future land use at the investigation area, NEPM HIL A values
have been used for comparison with reported soil conditions at the site.
Maintenance of Ecosystems (MoE)
The SEPP (PMCL) states that the level of a chemical substance or waste (indicator) must not be
greater than any regional Ecological Investigation Level (EIL) developed in accordance with the
National Environment Protection (Assessment of Site Contamination) Measure (“the NEPM”; NEPC,
2013), or until such time that a regional EIL applicable to the site is published, the Interim Urban EILs
nominated in the NEPM.
The current version of the NEPM (NEPC, 2013) specifies the following ecologically based
investigation and/or screening levels:

Default EILs for arsenic and lead.

A methodology for derivation of site-specific EILs for nickel, chromium III, copper and zinc. The
derivation process requires determination of ambient background concentrations (ABC) and
added contaminant limits (ACLs) for these chemicals, and the EIL is then calculated as the ABC
plus the ACL.
The EILs have been developed for three generic land use settings, based on a range of species
protection levels:

Areas of ecological significance (99% species protection).

Urban residential and public open space (80% species protection).

Commercial and industrial (60% species protection).
Based on the current and foreseeable future land use(s) at the site, EILs for ‘urban residential and
public open space’ have been adopted for all soil samples. The guideline criteria for ‘areas of
ecological significance’ have also been used for the three sampling locations within the Bendigo
Greater National Park.
For initial screening purposes, EILs for nickel, chromium III, copper and zinc have been derived for
aged soils based on adoption of conservative screening assumptions regarding soil properties, as
follows:

EILs were calculated as the sum of the ABC and the ACL.

ABCs were assumed to be the default (most conservative) values for aged soils with low traffic.

ACLs were assumed to be the minimum (most conservative) values specified in Table 1B(1) to
1B(4) within NEPC (2013) Schedule B1.
3.2
3.2.1
Water
Regulatory Framework
The State Environment Protection Policy (Waters of Victoria) (SEPP (WoV)) sets out the regulatory
framework for the protection of surface water in Victoria, however, tank drinking water is not
specifically referenced under this guidance. SEPP WoV has therefore been consulted, but the
assessment has focused on protection of human health from consumption of domestic tank water, in
accordance with the objectives of this investigation.
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Regulatory Framework for Assessment
3.2.2
Protected Beneficial Uses of Water
Given that tank water samples collected were from sources primarily used as domestic supply, the
primary beneficial use is considered to be drinking water. Secondary uses for the water were
considered likely to include stock watering and potential localised irrigation to nearby gardens.
However, given the primary focus of the assessment is human health and the protection of drinking
water supplies would generally represent the more conservative scenario, the secondary beneficial
uses were not assessed separately.
As the tank/domestic water was not in direct connection with protected surface waterways listed under
SEPP WoV such as a creek or stream, maintenance of ecosystem guidelines were not applied for the
purposes of this assessment.
3.2.1
Tank Water Quality Objectives
The ANZECC (1992) drinking water guidelines were superseded by the National Health and Medical
Research Council (NHMRC) Australian Drinking Water Guidelines (ADWG) in 2004. The ADWG were
updated in 2011, with a further update in March 2015. These current ADWG were adopted, with the
lower of the human health and/or aesthetic based values applied where relevant.
For chemicals for which guidelines were not specified by NHMRC (2011), guidelines from the following
alternative international sources were adopted (in order of preference):

WHO (2011), Guidelines for Drinking Water Quality (and associated rolling revisions)

USEPA (2015). Regional Screening Levels - Tap Water
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Investigation Methodology
4.0
Investigation Methodology
The following sections describe the guidelines, standards and investigation methods adopted and
used during the investigation. Additional information can also be found in the SAP (Senversa, 2015).
4.1
Standards and Guidance Documents
The investigation, including the sampling, was performed in accordance with the following guidelines
and standards:

Australian Standard (AS 4482.1) - Guide to the Investigation and Sampling of Sites with
Potentially Contaminated Soil, Part 2: Non-volatile and Semi-volatile compounds (2005).

National Environment Protection Council (NEPC) - National Environment Protection (Assessment
of Site Contamination) Measure 1999.

Australian Drinking Water Guidelines, National Water Quality Management Strategy Document 6:
National Health and Medical Research Council & Natural Resource Management Ministerial
Council (2011).

State Environment Protection Policy (Prevention and Management of Contamination of Land) No.
S95, EPA Victoria, June 2002 (SEPP (PMCL)).

State Environment Protection Policy (Waters of Victoria) No. S107, EPA Victoria, June 2003
(SEPP (WoV)).

United States Environmental Protection Agency - Guidance on Systematic Planning Using the
Data Quality Objectives Process EPA QA/G-4.

United States Environmental Protection Agency - Guidance on Environmental Data Verification
and Data Validation EPA QA/G-8.
4.2
Investigation Strategy
The sampling program was designed to investigate the area most likely to be affected by wind-borne
dust. As the greatest impacts from dust would be expected to occur closest to the ponds, rainwater
tank and surface soil sampling was focused on properties within approximately 1,000 metres of the
ponds.
For rainwater tank samples, the preferred primary sampling location was the internal house tap where
water is most commonly taken for drinking. Alternately, where the kitchen tap could not be accessed,
samples were collected directly from the tank(s). Where tanks were sampled directly, the preference
was to sample from a tap point on the tank. If a tap point was not available, then a disposable bailer
was lowered into the tank. A background water sample was also collected approximately 3.5 km south
of the WEPC.
Soil samples were collected in a grid pattern across the wider study area. Sample locations ranged
from 100 m to 1,000 m away from the WEPC. The location of a soil sample was as close to the
preferred grid location as possible, however the actual location considered local site accessibility. Soil
samples were collected from the surface (0.0-0.1 m below ground level (bgl)) at all locations and at
one in ten locations, a soil bore was advanced deeper (to 0.3-0.5 m bgl) for use as a background
comparison sample.
Figure 2 presents the soil sampling locations, with the shaded areas representing properties where
tank water samples were collected.
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8
Investigation Methodology
4.2.1
Additional Works
In order to provide context to the soil and water results surrounding the ponds against the potential
sources within the ponds, one water sample was collected from the New Moon discharge (Sample ID:
NM). The water sampled is pumped from the New Moon mine shaft directly to the ponds. The
sampling locations are shown on Figure 2.
Sediment samples from Pond 7 of the WEPC were collected in early 2015 as part of a previous
environmental investigation. The average, median, maximum and minimum concentrations are
provided in Table 7. This information was used to characterise the potential dust source from the
WEPC, and to assist in assessment of the analytical water tank results and soil samples results
against the mine water and surface sediments in the WEPC.
4.3
Investigation Program
The following table describes the methodology undertaken during the fieldworks program:
Activity
Item
Description
Tank Water
Sample
Collection
Date
2-18 June 2015
Method
Sampling was undertaken with reference to EPA668 and EPA669, and consisted of:

Collecting sample from main kitchen sink or tap in the first instance.

Running the water for approximately 30 seconds prior to filling sample bottles to
flush out stagnant water within the pipe lines.

If kitchen tap could not be accessed, the sample was collected directly from the
nearest tap or water outlet supplied by the tank.

If a water sample was collected directly from within the tank, a disposable bailer
was used and the sample was collected from approximately mid-way through the
tank water column, minimising sediment collection.

Excess water was poured down the sink, into accessible drains, or the ground
surface, as approved by the resident.

Fresh disposable nitrile gloves were used prior to sample collection. The
remainder of sampling equipment (disposable bailers) were single use only.

Collection of quality control samples as defined in the SAP (Senversa, 2015),
including field duplicate and secondary duplicates.
Water samples were collected into clean, appropriately preserved laboratorysupplied bottles.
Samples were stored and transported in chilled containers to the laboratories
under standard CoC protocols in accordance with EPA669 and NEPM B2.
All water samples were collected without filtering and assessed for total metal
concentrations.



Interviews were conducted with the current residents of the properties by Senversa field
staff during water tank and/or soil sampling. A standard questionnaire developed in
consultation with DELWP and DHHS was used for the assessment.
A summary of questionnaire responses is provided in Table 2.
Surface Soil
Sample
Collection
Dates
2-12 June 2015
Method
Sampling was undertaken with reference to IWRG701, A4482.1 and AS4482.2, and
included the following:

Surface samples (0-0.1 m bgl) were collected from a total of 40 locations.

Soil sampling was undertaken using a stainless steel trowel and/or a hand auger.
Soil samples was collected directly from the trowel or hand auger using
disposable nitrile gloves and placed in a laboratory supplied glass jar for sample
analytical purposes.

A deeper sample (approximately 0.5 m bgl) was collected from one in four bore
holes. The actual depth of sampling varied at some locations due to refusal of the
hand auger, with the actual depth sampled recorded.

Collection of quality control samples as defined in the SAP (Senversa, 2015),
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9
Investigation Methodology
Activity
Item
Description
included field duplicate and secondary duplicates.

Where re-useable sampling equipment was used, such as hand augers and
trowels, this equipment was decontaminated to minimise gross crosscontamination prior to collection of another sample.

GPS coordinates for each soil bore location were recorded after sampling.

Fresh disposable nitrile gloves were used prior to sample collection and soil
sampling equipment (i.e. hand auger and trowel) was decontaminated after each
use.

Soil samples were collected into clean laboratory-supplied jars to zero
headspace.

Samples were stored and transported in chilled containers to the laboratories
under standard Chain of Custody (CoC) protocols in accordance with relevant
guidelines.
A summary of the lithology encountered for shallow and deep soil bores is provided in
Appendix A.
Date
New Moon
Discharge Water
Sample
Methods
Collection
4.3.1
5 June 2015
A Unity Mining Ltd representative accompanied Senversa field staff to the location of
the New Moon Mine discharge point and a sample was collected directly into a clean,
appropriately-preserved laboratory-supplied sample bottle and immediately stored in a
chilled container. A dedicated pair of disposable nitrile gloves were worn during
sampling.
Water Quality Parameters
For all water samples collected in this assessment, field water quality parameters were measured for
pH, temperature, total dissolved solids (TDS) (as Electrical Conductivity (EC)), redox potential and
dissolved oxygen using a supplier-calibrated field water quality meter.
Field water quality parameters are summarised within Table 1 and the water quality meter calibration
certificates are provided in Appendix B.
4.4
Laboratory Analysis
The primary laboratory used for conducting the soil and water analyses was Eurofins/mgt Australia Pty
Ltd (Eurofins). Australian Laboratory Services Pty Ltd (ALS) was engaged as the secondary
laboratory. Soil and water samples collected were analysed by the primary laboratory for the
following.
Matrix
Soil
No. of Samples
50
Analytes
Selected metals and metalloids – As, Ba, Be, Cd, Co, Cr, Cu, Hg, Mn, Mo, Ni, Pb,
Sb, Sn, Se, V and Zn.
Electrical conductivity and pH.
Selected Ionic species – K, Ca, Mg, Na, SO4 and Cl.
Water – Tank
54
Selected metals and metalloids – As, Ba, Be, Cd, Co, Cr, Cu, Hg, Mn, Mo, Ni, Pb,
Sb, Sn, Se, V and Zn.
Selected Ionic species – F, K, Ca, Mg, Na, SO4 and Cl.
New Moon
Discharge Water
1
Selected metals and metalloids – As, Ba, Be, Cd, Co, Cr, Cu, Hg, Mn, Mo, Ni, Pb,
Sb, Sn, Se, V and Zn.
Selected Ionic species – F, K, Ca, Mg, Na, SO4 and Cl.
Rinsate
6
Selected metals – As, Cd, Cr, Cu, Ni, Pb and Zn.
m11135_009_rtp_rev3
10
Investigation Methodology
The laboratory certificates of analysis have been provided in Appendix C.
4.5
Quality Assurance / Quality Control
The QA/QC procedures adopted by Senversa provide a consistent approach to evaluation of whether
the data quality objectives (DQO’s) required by the project have been achieved. The process focuses
on assessment of the useability of the data in terms of accuracy and reliability in forming conclusions
on the condition of the element of the environment being investigated. The approach is based on the
guidance listed in Section 4.1.
The limit of reporting for antimony was higher than the drinking water guideline in five of the 54
primary drinking water samples (with 53 samples collected in the investigation area and one
background sample collected approximately 2.5 km away). However, antimony was not considered a
metal of concern associated with the WEPC, based on the available sampling data from the wider
area. The raised detection limit was not considered to affect the outcome of the assessment.
Based on the results of the data validation, the data is considered suitable for use in forming
conclusions relating to the contamination status at the site.
Further discussion on the quality and validity of data is included in Appendix D.
m11135_009_rtp_rev3
11
Water Results
5.0
Water Results
The results of the sampling provide data on the quality of domestic tank water in the area surrounding
the WEPC. Additionally, data was obtained to characterise the discharge water which enters the
WEPC and the Bendigo Creek.
5.1
Water Quality Parameters
The following table presents a comparison of the water quality parameters collected from the domestic
tank water samples (presented as a range) and water quality from other sources. All water quality
parameters for drinking water samples are presented as Table 1, attached. The properties from which
samples were collected are shown on Figure 2.
Water Quality Parameter
Unit
Domestic Tank Water
New Moon Discharge
(Range)
pH
unit
4.6-9.2
6.66
µS/cm
19.2-810
7084
mg/L
2.5-20.9
6.88
Temperature
°C
6.7-16.9
21.3
Redox Potential
mV
-39.1-349.9
-206.7
Electrical Conductivity
Dissolved Oxygen
A strong hydrogen sulphide odour was noted from the New Moon sample. In comparison to the tank
water samples, the New Moon sample recorded a lower DO, higher temperature and lower redox,
indicating the groundwater being pumped to the surface was representative of underground
conditions.
5.2
Tank Water Laboratory Results
The water laboratory analytical reports have been provided within Appendix C and all tank water
results summarised against the ADWG in Table 3. The results of this investigation indicate that a
number of metals within the tank drinking water samples were present at concentrations exceeding
the potable water quality objectives.
The analytical data for the compounds reported above the drinking water guidelines and arsenic (a
central contaminant of interest) are presented below. Note that only the 53 tank water samples from
the investigation area (i.e. excluding the single background sample) are presented in the following
charts.
m11135_009_rtp_rev3
12
Water Results
5.2.1
Arsenic
There were no tank water samples which reported arsenic concentrations above the potable water
guideline of 0.01 mg/L.
The New Moon sample reported an arsenic concentration of 3.01 mg/L, which is two orders of
magnitude above the potable water guideline.
Arsenic Concentrations in Tank Water Samples
50
43
45
40
35
30
25
20
15
10
10
5
0
5.2.2
0
Below limit of detection (<0.001 mg/L)
Above limit of detection and below
drinking water guideline (0.001 - 0.01
mg/L)
Above drinking water guideline (0.01
mg/L)
Antimony
There was one tank water samples which reported an antimony concentration above the potable water
guideline of 0.003 mg/L, with a concentration of 0.007 mg/L. It is noted that six of the samples
reported antimony results which had raised detection limits; this was not considered to affect the
outcome of the assessment and is further discussed in Appendix D.
The New Moon sample reported an antimony concentration below the limit of detection, at
<0.003 mg/L.
50
45
Antimony Concentrations in Tank Water Samples
45
40
35
30
25
20
15
10
6
5
0
1
Below limit of detection
(<0.003 mg/L)
Below limit of detection
(<0.005 mg/L)
1
Equal to the limit of detection Above drinking water guideline
(0.003 mg/L)
(>0.003 mg/L)
m11135_009_rtp_rev3
13
Water Results
5.2.3
Cadmium
There was one tank water sample that reported a cadmium concentration above the potable water
guideline of 0.002 mg/L, with a concentration of 0.0026 mg/L.
The New Moon sample reported a cadmium concentration of <0.0002 mg/L.
50
46
Cadmium Concentrations in Tank Water Samples
45
40
35
30
25
20
15
10
6
5
0
5.2.4
1
Below limit of detection (<0.0002 mg/L)
Above limit of detection and below
drinking water guideline (0.0002 - 0.002
mg/L)
Above drinking water guideline (0.002
mg/L)
Lead
There was one tank water sample which reported a lead concentration above the potable water
guideline of 0.01 mg/L, with a concentration of 0.024 mg/L.
The New Moon sample reported a lead concentration of <0.001 mg/L.
The background sample did report a concentration above the potable water guideline limit, however,
as these charts present the investigation area results when considered with the New Moon sample, it
is not presented here. The background sample is further discussed in the table in Section 5.2.7.
Lead Concentrations in Tank Water Samples
35
30
30
25
22
20
15
10
5
1
0
Below limit of detection (<0.001 mg/L)
Above limit of detection and below
drinking water guideline (0.001 - 0.01
mg/L)
Above drinking water guideline (0.01
mg/L)
m11135_009_rtp_rev3
14
Water Results
5.2.5
Manganese
There was one tank water sample which reported a manganese concentration above the potable
water guideline of 0.01 mg/L (aesthetic), with a concentration of 0.13 mg/L.
The New Moon sample reported a manganese concentration of 0.98 mg/L, which is above the potable
water guideline for protection of aesthetic values and the protection of health (0.5 mg/L).
Manganese Concentrations in Tank Water Samples
30
27
25
25
20
15
10
5
1
0
Below limit of detection
(<0.001 mg/L)
5.2.6
Above limit of detection and
below drinking water
guideline (0.001 - 0.1 mg/L)
0
Above drinking water
guideline - Aesthetic (0.1
mg/L)
Above drinking water
guideline - Health (0.5 mg/L)
Zinc
There were eight tank water samples which reported zinc concentrations above the potable water
guideline of 3 mg/L, with a concentration range of 3.2-13 mg/L.
The New Moon sample reported a zinc concentration of 0.017 mg/L, which is below the potable water
guideline.
Zinc Concentrations in Tank Water Samples
50
45
45
40
35
30
25
20
15
8
10
5
0
0
Below limit of detection (<0.001 mg/L)
Above limit of detection and below
drinking water guideline (0.001 - 3
mg/L)
Above drinking water guideline (>3
mg/L)
m11135_009_rtp_rev3
15
Water Results
5.2.7
Summary of Exceedences
These guideline exceedences within the drinking water samples are discussed further in the following
table.
Metal
Antimony
Sample
Guideline Comments
Exceedences
Type
T30
Health
The presence of antimony may be associated with a number of potential
sources, such as dust deposition into the tanks from a soil source with elevated
antimony or rainwater interacting with solder and plastics, which are known
sources of antimony as noted in the ADWG.
Antimony concentrations greater than the guideline value were not reported in
other properties within the sampling area, and the source does not appear to be
widespread.
The household with concentrations of antimony above the ADWG have been
advised to seek advice from the DHHS on how best to manage their tank
system.
The limit of reporting for antimony was higher than the drinking water guideline
in six of the 54 primary drinking water samples. This is further discussed in
Appendix D.
Cadmium
T44
Health
The presence of cadmium may be associated with a number of potential
sources, such as dust deposition into the tanks from a soil source with elevated
cadmium, or, as noted in the ADWG, cadmium can be found in water as a
result of impurities in the zinc of galvanised pipes or in solders used in fittings,
water heaters, water coolers and taps.
Cadmium concentrations greater than the guideline value were not reported in
other properties within the sampling area, and the source of cadmium does not
appear to be widespread.
Lead
T17, T53*
Health
The presence of lead may be associated with a number of potential sources,
such as dust deposition into the tanks from a soil source, or from degradation of
nearby lead paint, or due to water interacting with natural sources or household
plumbing containing lead (e.g. pipes, solder), as stated in the ADWG.
The lead concentration above the ADWG value was confined to a single tank
on one property and was not reported in other properties within the sampling
area.
Lead was also reported above the ADWG value from the background property
sample, collected outside the WEPC investigation area. The background
sample was collected from the kitchen tap, which sourced water from three
interconnected tanks.
These two households with concentrations of lead above the ADWG have been
advised to seek advice from the DHHS on how best to manage their tank
system.
Manganese
T15
Aesthetic
The presence of manganese may be associated with a number of potential
sources, such as dust deposition into the tanks from a soil source with
manganese, or through rainwater interacting with metal roofing, guttering, tanks
etc.
There are both health and taste based criteria for manganese, and while the
manganese concentration in sample T15 was above the taste based criteria, it
was below the health based criteria (0.5 mg/L).
The concentration of manganese reported in the sample indicates that while a
metallic taste may be present in the tank water, it is not a significant risk to
human health.
m11135_009_rtp_rev3
16
Water Results
Metal
Zinc
Sample
Guideline Comments
Exceedences
Type
T09, T15, T22,
T23, T26, T28,
T30, T44
Aesthetic
The ADWG states that the zinc criterion is based on taste only. There is no
health based criterion for zinc, which is an essential element for humans.
The presence of this metal may be associated with a number of potential
sources, such as dust deposition into the tanks from a soil source with elevated
zinc, or through rainwater interacting with metal roofing, guttering, tanks etc.
The presence of zinc in rainwater tanks at concentrations exceeding the ADWG
is not unusual given the prevalence of zinc within plumbing and roofing
materials. The concentration of zinc reported in the sample indicates that while
a metallic taste may be present in the tank water, it is not a significant risk to
human health.
* Background sample
The detected concentrations of zinc and manganese in the tank waters were not considered to pose a
significant risk to human health. The presence of lead, cadmium and antimony at concentrations
exceeding the ADWG were not considered to be an acute risk to human health due to relatively minor
exceedances of the drinking water criteria and based on likely / known tank usage (i.e. exposure)
patterns.
Concentrations of other metals and metalloids analysed (including arsenic) were below adopted
drinking water guidelines in all tank water samples collected.
5.3
Comparison with New Moon Discharge Water
Table 4 presents a comparison of the analytical results collected from the drinking water samples
(presented as a statistical summary) and the New Moon discharge sample. Note that the limit of
reporting (LOR) indicates the level below which the laboratory techniques can no longer report the
compound with accuracy.
A review of the analysis table indicates:

Arsenic and manganese were reported in the New Moon Sample in elevated (i.e. above potable
water guidelines) concentrations.

The zinc average, median and maximum concentrations within the tanks samples were higher
than in the New Moon sample.

No antimony, beryllium, cadmium, copper, lead, mercury, molybdenum, selenium, tin or vanadium
was detected above the laboratory LORs in the New Moon sample.

The maximum concentrations of chromium, cobalt, nickel and zinc within the drinking water tank
samples were higher than the concentrations reported in the New Moon Sample (this does not
consider the compounds which were not detected in the New Moon sample, as listed above).
5.4
Directional and Distance Data Breakdown
In order to assess if potential impacts from the WEPC were being influenced by wind direction or wind
strength, a summary of the tank water results from the 53 samples has been presented on Figure 3
and Figure 4, based on direction and distance from the WEPC. The summary data is also presented
in Table 8c and Table 8d.
A review of the data distribution by distance and direction from the ponds did not reveal any significant
spatial patterns. The presence of metals within potable water did not appear to be influenced by
distance to or direction from the ponds.
m11135_009_rtp_rev3
17
Soil and Sediment Results
6.0
Soil and Sediment Results
The results of the soil investigation are summarised in the following sections.
6.1
Site Specific Geology
Based on the soil investigation undertaken by Senversa, the generalised soil profile for the
investigation area has been summarised as follows:

0.0-0.3 m approximately: Natural, orange-brown, silty clay with minor to trace fine-grained,
rounded sand. Generally, increasing in stiffness with depth.

0.3-0.5 m approximately (maximum depth of investigation): Dark orange-brown or red-brown, hard
to very stiff sandy clay / clayey sand with minor to trace silt. This compacted layer was identified at
all 10 deeper investigation soil bores across the site.
Bore logs and a lithological summary table for shallow bores are provided in Appendix A.
6.2
Field Observations
All soils sampled are considered to be existing natural soils. No fill material was encountered. Where
the soil sampling location grid fell on recently worked or sown soils, the sampling location was shifted
to a less disturbed area (i.e. along a property fence line), where possible. These locations were
considered more likely to be undisturbed natural soils.
For the deeper investigation locations, a soil sample was collected at greater than 0.3 m bgl. This
sample was considered to be representative of naturally-occurring background metals concentrations.
The stiffness (i.e. extremely compacted and therefore undisturbed) of the clay prevented the hand
auger from advancing further than 0.4 m bgl in several locations.
Overall, there were no visual or olfactory signs of contamination (i.e. staining, organic odours, or
anthropogenic material) noted during the soil investigation.
6.3
Soil Laboratory Results
The soil laboratory test certificates are provided within Appendix C and are compared to relevant soil
investigation levels in Table 5 and Table 6. The results present both the deeper and shallow surface
samples.
Metals in soils were largely below adopted screening criteria and metal concentrations at 0.3-0.5 m bgl
were similar to those reported at the surface, providing limited evidence of metals accumulation at the
surface. Exceedences of the adopted criteria are discussed below.
6.3.1
Maintenance of Modified Ecosystems
Two samples QC17 and QC20 (quality control field duplicate samples for SB10_0.0-0.1 and
SB27_0.0-0.1, respectively) reported nickel concentrations above the MoE guideline value. One
sample (SB24_0.0-0.1) reported arsenic concentration above the adopted MoE guideline value.
These isolated results are considered to be reflective of normal regional variability for metals levels in
soil, and are not considered to be pose an ongoing risk to ecosystems that have adopted to the
regional conditions, based on the average concentrations of surface soils in the area.
m11135_009_rtp_rev3
18
Soil and Sediment Results
6.3.2
Human Health
Of the 50 soil samples collected during the program (40 from the surface soils and ten from
approximately 0.3-0.5 m below ground level), one reported an arsenic concentration of 120 mg/kg,
which is above the human health (low density residential) guideline value of 100 mg/kg. The sampling
location was within a paddock used for cropping. The samples surrounding SB25, including those
collected closer to the ponds and closer to the nearest residence, reported lower arsenic
concentrations.
The isolated arsenic result is considered to be reflective of normal regional variability for arsenic levels
in soil, which are reported as being up to approximately 200 mg/kg in central Victoria (Meaklim, 2004),
and is not considered to be a risk to human health, based on the sample location and the average
concentration of surface soils in the area.
Metals in soils were largely below adopted screening criteria and metal concentrations at 0.3-0.5 m bgl
were similar to those reported at the surface, providing limited evidence of metals accumulation at the
surface (see Table 5 for full soil results).
6.4
Comparison with WEPC Sediment Samples
Table 6 presents a comparison of the analytical results collected from the Pond 7 sediments in
comparison to the surrounding surface soil sample results (presented as a statistical summary). The
sampling locations are presented as Figure 5. A review of the table indicates:

Arsenic was present in the pond samples at elevated concentrations.
Arsenic concentrations were highly variable, ranging from 30-5,200 mg/kg in the twelve
Pond 7 samples presented here.

Nine of the twelve sediment samples were above the HIL A criterion of 100 mg/kg.

The average surface soil concentration from the surrounding area was 15 mg/kg.
No antimony, beryllium, cobalt, molybdenum or selenium was detected above the laboratory LORs
in the Pond 7 samples.



Manganese was present in the Pond 7 samples at elevated concentrations:

Manganese concentrations were variable, ranging from 120-1,200 mg/kg in the twelve
pond 7 samples.

No sediment samples were above the HIL A guideline criteria of 3,800 mg/kg.

The average surface soil concentration from the surrounding area was 154 mg/kg.
Barium concentrations were reported as slightly elevated within Pond 7 sediments.



No sediment samples were above the HIL A guideline criteria of 15,000 mg/kg.

The average surface soil concentration from the surrounding area was 59 mg/kg.
Concentrations were higher in the eastern part of the ponds, in the terraces closer to the
discharge outlet.
The analytical data for arsenic concentrations from the twelve samples collected from Pond 7 in
comparison to the 50 soil samples collected from the investigation area are presented in the following
chart.
m11135_009_rtp_rev3
19
Soil and Sediment Results
Distribution of Arsenic Concentartions in Pond Sediments and Residential
Soils
Number of samples
60
49
50
40
30
20
10
3
2
6
1
0
100-500
500-1000
0
<100
1
0
>1000
Arsneic concentartion ranges (mg/kg)
Pond Sediments
Resident Surface Soils
The chart shows there was one arsenic concentration in soil samples above the low density residential
guideline value of 100 mg/kg.
6.5
Directional and Distance Data Breakdown
In order to assess if potential impacts from the WEPC were being influenced by wind direction or
strength, a summary of the 40 surface soil results has been presented on Figures 3 and Figure 4
based on direction and distance from the WEPC. The summary data is also presented in Table 8a
and Table 8b.
A review of the data distribution by distance and direction from the ponds did not reveal any significant
spatial patterns. The presence of metals within surface soils did not appear to be influenced by
distance to or direction from the ponds.
m11135_009_rtp_rev3
20
Data Trends
7.0
Data Trends
The following table presents a summary of the data. The table aims to show the trend of metal
concentrations across the discharge water, ponds sediments and data collected from resident’s tank
water and surface soil.
The table presents the trend data as a percentage based summary. This indicates the relative
proportion of samples collected in each media and/or location which reported metal concentrations
either above the limit of detection, or above the adopted guideline value.
As there is only one sample from the New Moon discharge point, these data are not presented as a
proportion/ percentage based value, but are a simple ‘yes/no’ to indicate presence or absence of
metals. Where duplicate or split samples reported higher concentrations than the primary samples,
these concentrations were adopted for the summary table.
Metal
New Moon
WEPC
Surface Soils
Water Tanks
Discharge
Sediment
Detected
Detected
Detected
Above
Detected
Above
above LOR
above LOR
above LOR
Guidelines
above LOR
Guidelines
Antimony
No
0%
0%
0%
4%
2%
Arsenic
Yes
100%
100%
3%
81%
0%
Barium
Yes
100%
100%
0%
11%
0%
Beryllium
No
0%
0%
0%
0%
0%
Cadmium
No
17%
0%
0%
13%
2%
Chromium
Yes
100%
100%
0%
15%
0%
Cobalt
Yes
0%
8%
0%
4%
0%
Copper
No
25%
88%
0%
94%
0%
Lead
No
0%
100%
0%
49%
2%
Manganese
Yes
92%
100%
0%
57%
2%
Mercury
No
0%
15%
0%
2%
0%
Molybdenum
No
0%
0%
0%
0%
0%
Nickel
Yes
25%
53%
0%
23%
0%
Selenium
No
0%
0%
0%
0%
0%
Tin
No
17%
0%
0%
0%
0%
m11135_009_rtp_rev3
21
Data Trends
Metal
New Moon
WEPC
Surface Soils
Water Tanks
Discharge
Sediment
Vanadium
No
100%
100%
0%
0%
0%
Zinc
Yes
42%
100%
0%
100%
15%
In summary, the table indicates that certain metals (including manganese and arsenic) were present in
regional groundwater being discharged from the New Moon mine shaft and within the sediment
samples in Pond 7. The specific metals reported are considered to be reflective of the types of
naturally occurring metals present within regional geological profiles and the associated groundwater.
Many of the metals reported in the New Moon mine discharge water and sediments were therefore
expected to be present in local soils.
The table indicates that the distribution trend of metals within tank water differs from that reported in
sediments, soils or mine water, with metals present in the mine water and pond sediments not
necessarily present in the off-site tank water samples. For example, copper and antimony were
reported in tank water but not in sediment or soils, whereas widespread vanadium and chromium in
sediment and soils were not widely detected in tank water.
The concentrations of metals within surface and deeper soils were considered to be reflective of
normal regional variability.
The concentrations of metals in water from storage tanks were considered reflective of normal
conditions within domestic rain tank supplies, where interaction between metal materials (used in
water storage tanks, roofing, plumbing etc.) and rain water may occur.
m11135_009_rtp_rev3
22
Conclusions
8.0
Conclusions
A summary of the investigation program of the soil and water sampling program around the Woodvale
Evaporation Pond Complex can be summarised as follows:

The WEPC is currently owned and operated by Unity Mining Ltd for management of groundwater
associated with mine dewatering at nearby gold mining operations.

The objectives of the sampling program were to assess the concentrations of metals in primary
domestic rainwater tanks and surface soils in the vicinity of the WEPC.

The sampling area included land within approximately 1 km of the ponds edges, in all directions.

Sampling consisted of:



Collection of 53 water samples from within the sampling area, as well as one background
sample approximately 3.5 km from the ponds.
Collection of 50 soil samples from within the sampling area, including both surface and
deeper (0.5 m bgl) samples.
Collection of a water sample from the New Moon mine shaft discharge.
The results of the soil sampling considered together with sediment sampling previously conducted at
the WEPC indicate:

Arsenic concentrations were reported in one soil sample outside the WEPC above the human
health (residential) guideline value. This isolated arsenic result is considered to be reflective of
normal regional variability for arsenic levels in soil, and is not considered to be a risk to human
health.

The elevated concentrations of metals (predominately arsenic) encountered within the WEPC
were not reproduced in soil sampling conducted outside the WEPC during this assessment.
The results of the tank water sampling program (including comparison with the New Moon discharge
sample) indicates:

Zinc, lead, manganese, antimony and cadmium concentrations were reported in one or more
water tank samples at concentrations above the drinking water guidelines.
Zinc and manganese concentrations were above the aesthetic criteria but below health
based criteria, and were therefore not considered to be a significant human health risk.

Lead, antimony and cadmium concentrations exceeded drinking water guidelines. The
presence of these metals in tank water above the adopted guidelines is commonly
associated with plumbing, roofing and guttering materials.
Concentrations of other metals and metalloids analysed (including arsenic) were below adopted
drinking water guidelines in all tank water samples collected.


The results and findings of the investigation and sampling program herein indicate that elevated
metals (including manganese and arsenic) occur in mine discharge water and WEPC sediments.
To date, metals have been concentrated in sediments at the surface of the WEPC through
evaporation activities. Based on the information presented within this assessment, there is no
definitive evidence that the WEPC complex is significantly impacting surrounding soils or residential
tank water quality via off-site dust migration.
m11135_009_rtp_rev3
23
Limitations and Uncertainty
9.0
Limitations and Uncertainty
9.1
Inherent Uncertainties and Limitations
The investigation works herein are intended to develop and present sound, scientifically valid data
concerning actual site conditions. Senversa does not seek or purport to provide legal or business
advice.
The following principles are an integral part of site contamination assessment practices and are
intended to be referred to in resolving any ambiguity or exercising such discretion as is accorded the
user or site assessor.
Area
Field Observations and Analytical Results
Elimination of
Uncertainty
Some uncertainty is inherent in all site investigations. Furthermore, any sample, either surface or
subsurface, taken for chemical testing may or may not be representative of a larger population or area.
Professional judgment and interpretation are inherent in the process, and even when exercised in
accordance with objective scientific principles, uncertainty is inevitable. Additional assessment beyond that
which was reasonably undertaken may reduce the uncertainty.
Failure to Detect
Even when site investigation work is executed competently and in accordance with the appropriate
Australian guidance, such as the National Environmental Protection (Assessment of Site Contamination)
Amendment Measure (‘the NEPM’), it must be recognised that certain conditions present especially difficult
target analyte detection problems. Such conditions may include, but are not limited to, complex geological
settings, unusual or generally poorly understood behaviour and fate characteristics of certain substances,
complex, discontinuous, random, or heterogeneous distributions of existing target analytes, physical
impediments to investigation imposed by the location of services, structures and other man-made objects,
and the inherent limitations of assessment technologies.
Limitations of
Information
The effectiveness of any site investigation may be compromised by limitations or defects in the information
used to define the objectives and scope of the investigation, including inability to obtain information
concerning historic site uses or prior site assessment activities despite the efforts of the user and assessor
to obtain such information..
Chemical
Analysis Error
Chemical testing methods have inherent uncertainties and limitations. Senversa routinely seeks to require
the laboratory to report any potential or actual problems experienced, or non-routine events which may have
occurred during the testing, so that such problems can be considered in evaluating the data.
Level of
Assessment
The investigation herein should not be considered to be an exhaustive assessment of environmental
conditions on a property. There is a point at which the effort of information obtained and the time required to
obtain it outweigh the benefit of the information gained and, in the context of private transactions and
contractual responsibilities, may become a material detriment to the orderly conduct of business. If the
presence of target analytes is confirmed on a property, the extent of further assessment is a function of the
degree of confidence required and the degree of uncertainty acceptable in relation to the objectives of the
assessment.
Comparison with The justification and adequacy of the investigation findings in light of the findings of a subsequent inquiry
Subsequent
should be evaluated based on the reasonableness of judgments made at the time and under the
Inquiry
circumstances in which they were made.
Data
Useability
Investigation data generally only represent the site conditions at the time the data were generated.
Therefore, the usability of data collected as part of this investigation may have a finite lifetime depending on
the application and use being made of the data. In all respects, a future reader of this report should evaluate
whether previously generated data are appropriate for any subsequent use beyond the original purpose for
which they were collected, or are otherwise subject to lifetime limits imposed by other laws, regulations or
regulatory policies.
Nature of Advice The investigation works herein are intended to develop and present sound, scientifically valid data
concerning actual site conditions. Senversa does not seek or purport to provide legal or business advice.
m11135_009_rtp_rev3
24
Limitations and Uncertainty
9.2
Project Specific Uncertainties
Specific uncertainties and limitations noted for this investigation are as follows:

The assessment is based on a review of the condition of the site at the time of assessment.
Senversa’s conclusions presented in this report are therefore based on the information available
during the assessment.

There is inherent uncertainty associated with environmental sampling, due to the nature of the
environmental media, and temporal and spatial variability. While the soil and sediment data
presented here is considered representative, results from these data are by necessity extrapolated
across the wider area and may not capture all environmental variability.
m11135_009_rtp_rev3
25
References
10.0 References

EPA, 2009c. Soil Sampling, Publication IWRG702: Environment Protection Authority (Victoria).

Friebel, E. and Nadebaum, P., 2011. Health Screening Levels for Petroleum Hydrocarbons in Soil
and Groundwater. Part 1: Technical Development Document, CRC CARE Technical Report no.
10: CRC for Contamination Assessment and Remediation of the Environment, Adelaide, Australia.

Geological Survey of Victoria, Raywood Sheet, 7724-4 Zone 55 (1:50,000), 1994.

Geoscience Australia, 2003. Potential application in Baseline Geochemical data integration for
Geoscience Australia. Record 2003/08.

Hinwood et al, 1998. Environmental Arsenic in Rural Victoria: An Update. Water, July/August
1998.

Meaklim, 2004. Accounting for Bioavailability of Arsenic in Mine Tailings. EPA Victroia.

NEPC, 1999. National Environment Protection (Assessment of Site Contamination) Measure
1999, Adelaide: National Environment Protection Council.

NEPC, 2013. National Environment Protection (Assessment of Site Contamination) Amendment
Measure 2013 (No. 1), Canberra: National Environment Protection Council.

NHMRC & NRMMC, 2011. Australian Drinking Water Guidelines, National Water Quality
Management Strategy Document 6: National Health and Medical Research Council & Natural
Resource Management Ministerial Council.

NHMRC, 2008. Guidelines for Managing Risks in Recreational Water, Canberra: National Health
and Medical Research Council.

Senversa Pty Ltd, June 2015. Sampling Analysis Plan – Baseline Metals: Woodvale Evaporation
Pond Complex, Bendigo, (Ref: M11135_007_SAP_Rev6) dated 17 June 2015 (Senversa 2015).

Standards Australia, 2005. Guide to Sampling and Investigation of Potentially Contaminated Soil.
Part 1: Non-Volatile and Semi-Volatile Compounds, Australian Standard: AS4482.1-2005.

Standards Australia, 1999. Guide to the Sampling and Investigation of Potentially Contaminated
Soil. Part 2: Volatile Substances, Australian Standard: AS4882.2-1999.

Standards Australia, 2009. Piling - Design and Installation, Australian Standard: AS2159-2009.

State of Victoria, 2002. State Environment Protection Policy (Prevention and Management of
Contamination of Land). Victoria Government Gazette, No. S 95(4 June 2002), pp. 1-24.

State of Victoria, 2003. Variation to State Environment Protection Policy (Waters of Victoria).
Victoria Government Gazette, No. S 107(4 June 2003), pp. 1-52.

USEPA, 2000. Guidance on Systematic Planning Using the Data Quality Objectives Process, EPA
QA/G-4: United States Environmental Protection Agency.

USEPA, 2002. Guidance on Environmental Data Verification and Data Validation, Washington
D.C: United States Environmental Protection Agency.
m11135_009_rtp_rev3
26
Figures
Figures
Figure 1: Site Area Plan
Figure 2: Sample Location Plan
Figure 3: Directional Data Breakdown
Figure 4: Distance Data Breakdown
m11135_009_rtp_rev3
E
±
Site Location
BENDIGO
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SEYMOUR
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CASTLEMAINE
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Path: Y:\16_GIS\Jobs\M11135_DEPI_WOODVALE PONDS_SAMPLING PLAN\Water Tank and Soil Sampling Report\M11135 Fig1_site location plan.mxd
MP
RO
DOWNIE ROAD
WILLIS ROAD
F EELEYA LANE
RO
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RO
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MEURILLION ROAD
AIRSTRIP ROAD
GEES ROAD
WATTLEGUM ROAD
BE
IG
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AM
ID
RO
AD
GORDONS ROAD
ND
MCKENNA ROAD
BOOTH ROAD
LDOW RO A D
CA
Legend
Sampling Boundary
Woodvale Evaporation Ponds Complex
S
env erSa
Address:
Phone:
Fax:
Website:
Ground Floor, 51 Clarke Street,
Southbank VIC 3006
(03) 9606 0070
(03) 9606 0074
www.senversa.com.au
Designed:
B. Casement
Date:
9/07/2015
Drawn:
S. Koroblitsas
Revision:
0
Scale:
1:15,000(A3)
Checked:
File:
M11135 Fig1_site location plan
0
Notes:
Cadastre and road data sourced from land.vic.gov.au (DEPI)
Aerial imagery sourced from Nearmap Pty Ltd
125
250
500
750
1,000
Figure No:
1
Title:
Site Area Plan
Project:
Water Tank and Soil Sampling Report
Location:
Woodvale VIC
Client:
Department of Environment, Land, Water and Planning
Metres
Datum GDA 1994, Projection MGA Zone 55
This Drawing is Subject to COPYRIGHT. No portion of this drawing may be removed, extracted, copied, electronically stored or disseminated in any form without the prior written permission of Senversa.
MELBOURNE
ROAD
YL
SK
BA
YL
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SR
FLETT ROAD
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Discharge
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Sampling Boundary
Site Boundary
Surface Sample Location
Surface and Deep Sample Location
New Moon Sample Location
Soil and/or Water Sample Collected from Private Property
Soil and/or Water Sample Collected from Public Land
Property Boundarys (Vicmap)
O
PSO
CLYM
DHU
Phone:
Fax:
Website:
Ground Floor, 51 Clarke Street,
Southbank VIC 3006
(03) 9606 0070
(03) 9606 0074
www.senversa.com.au
R
ES
SAN
Address:
D
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Approximate Location of
Background Sample
GODDAR
Legend
RO
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Designed:
B. Casement
Date:
4/08/2015
Drawn:
S. Koroblitsas
Revision:
2
Checked:
B. Casement
Scale:
1:37,500(A3)
File:
M11135 Fig2_sample loc plan
0
Notes:
Cadastre and road data sourced from land.vic.gov.au (DEPI)
Aerial imagery sourced from Nearmap Pty Ltd
237.5
475
950
1,425
1,900
Figure No:
2
Title:
Sample Location Plan
Project:
Water Tank and Soil Sampling Report
Location:
Woodvale VIC
Client:
Department of Environment, Land, Water and Planning
Metres
Datum GDA 1994, Projection MGA Zone 55
This Drawing is Subject to COPYRIGHT. No portion of this drawing may be removed, extracted, copied, electronically stored or disseminated in any form without the prior written permission of Senversa.
AD
S RO
<
&
<
&
ST
<
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CA
D
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RO A
<
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AIR S
AN ROAD
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Path: Y:\16_GIS\Jobs\M11135_DEPI_WOODVALE PONDS_SAMPLING PLAN\Water
and Soil Sampling Report\M11135 Fig2_sample loc plan.mxd
OSWTank
ALDS RO
AD
±
AD
LS
YA
HA C
RO T
O
R
OA
SR
ED
AM
D
Soil
Min.
<10
6
30
<2
<0.4
10
<5
<5
9
40
<0.1
<10
<5
<2
<10
17
6.7
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
North East Quadrant
Soil Results (mg/kg)
Tank Results (mg/L)
Min.
Max.
Ave.
Min.
Max.
Ave.
<10
<10
<10
<0.003 0.007
0.003
4.7
50
12
<0.001 0.004
0.002
24
100
56
<0.02
<0.02
<0.02
<2
<2
<2
<0.001 <0.001 <0.001
<0.4
<0.4
<0.4 <0.0002 0.0002 0.0002
9.6
20
14
<0.001
0.02
0.003
<5
<5
<5
<0.001 0.003
0.001
<5
15
8
0.001
0.51
0.123
7.8
28
13
<0.001 0.008
0.002
17
150
71
<0.005
0.09
0.016
<0.1
<0.1
<0.1 <0.0001 <0.0001 <0.0001
<10
<10
<10
<0.005 0.005
0.005
<5
10
6
<0.001 0.004
0.001
<2
<2
<2
<0.001 <0.001 <0.001
<10
<10
<10
<0.005 <0.005 <0.005
16
38
24
<0.005 <0.005 <0.005
6.9
58
22
0.048
11
1.2
Results
Metal
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
South East Quadrant
Soil Results (mg/kg)
Tank Results (mg/L)
Min.
Max.
Ave.
Min.
Max.
Ave.
<10
<10
<10
<0.003 <0.005 <0.003
6.1
14
11
<0.001 0.005
0.002
33
87
57
<0.02
0.03
0.02
<2
<2
<2
<0.001 <0.001 <0.001
<0.4
<0.4
<0.4 <0.0002 0.0007 0.0002
11
21
16
<0.001 0.003
0.001
<5
<5
<5
<0.001 <0.001 <0.001
5.5
13
10
<0.001 0.087
0.016
10
45
16
<0.001 0.024
0.003
12
540
120
0.002
0.13
0.016
<0.1
0.3
0
<0.0001 <0.0001 <0.0001
<10
<10
<10
<0.005 <0.005 <0.005
<5
8
6
<0.001
0.01
0.002
<2
<2
<2
<0.001 <0.001 <0.001
<10
<10
<10
<0.005 <0.005 <0.005
16
33
26
<0.005 <0.005 <0.005
8.9
30
19
0.04
8.3
2.2
<
&
<
&
<
&
<
&
Results
Metal
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
South West Quadrant
Soil Results (mg/kg)
Tank Results (mg/L)
Min.
Max.
Ave.
Min.
Max.
Ave.
<10
<10
<10
<0.003 <0.003 <0.003
4.7
120
28
<0.001 0.006
0.002
39
110
69
<0.02
0.03
0.02
<2
<2
<2
<0.001 <0.001 <0.001
<0.4
<0.4
<0.4 <0.0002 0.0026 0.0005
11
33
16
<0.001 <0.001 <0.001
<5
5.8
5
<0.001 <0.001 <0.001
<5
12
9
<0.001
0.14
0.033
9.7
16
13
0.001
0.006
0.004
93
1100
299
<0.005 0.022
0.009
<0.1
0.3
0
<0.0001 0.0001 0.0001
<10
<10
<10
<0.005 <0.005 <0.005
<5
44
10
<0.001 0.002
0.001
<2
<2
<2
<0.001 <0.001 <0.001
<10
<10
<10
<0.005 <0.005 <0.005
16
81
28
<0.005 <0.005 <0.005
10
31
18
0.065
13
2.5
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
West
East
Legend
S
env er Sa
Address:
Phone:
Fax:
Website:
Ground Floor, 51 Clarke Street,
Southbank VIC 3006
(03) 9606 0070
(03) 9606 0074
www.senversa.com.au
&
<
<
&
!
?
<
&
Site Boundary
Surface Sample Location
Surface and Deep Sample Location
New Moon Sample Location
Soil and/or Water Sample Collected from Private Property
Soil and/or Water Sample Collected from Public Land
Property Boundarys (Vicmap)
Notes:
Cadastre and road data sourced from land.vic.gov.au (DEPI)
Aerial imagery sourced from Nearmap Pty Ltd
Designed:
B. Casement
Date:
5/08/2015
Drawn:
S. Koroblitsas
Revision:
0
Scale:
1:20,000(A3)
Checked:
File:
M11135 Fig3_directional data
0
125
250
500
750
1,000
Figure No:
3
Title:
Directional Data Breakdown
Project:
Water Tank and Soil Sampling Report
Location:
Woodvale VIC
Client:
Department of Environment, Land, Water and Planning
Metres
Datum GDA 1994, Projection MGA Zone 55
South
<
&
South
Path: Y:\16_GIS\Jobs\M11135_DEPI_WOODVALE PONDS_SAMPLING PLAN\Water Tank and Soil Sampling Report\M11135 Fig3_directional data.mxd
<
&
<
&
Results
Metal
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
North
North
±
Results
Metal
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
East
This Drawing is Subject to COPYRIGHT. No portion of this drawing may be removed, extracted, copied, electronically stored or disseminated in any form without the prior written permission of Senversa.
West
North West Quadrant
Results (mg/kg)
Tank Results (mg/L)
Max.
Ave.
Min.
Max.
Ave.
<10
<10
<0.003 <0.003 <0.003
22
9
<0.001 0.003
0.002
120
55
<0.02
0.03
0.02
<2
<2
<0.001 <0.001 <0.001
<0.4
<0.4 <0.0002 <0.0002 <0.0002
22
15
<0.001 <0.001 <0.001
<5
<5
<0.001 <0.001 <0.001
8.8
6
0.002
0.02
0.009
12
11
<0.001 <0.001 <0.001
210
105
<0.005 0.012
0.006
<0.1
<0.1 <0.0001 <0.0001 <0.0001
<10
<10
<0.005 <0.005 <0.005
44
10
<0.001 0.001
0.001
<2
<2
<0.001 <0.001 <0.001
<10
<10
<0.005 <0.005 <0.005
38
25
<0.005 <0.005 <0.005
23
13
0.099
1.2
0.5
Results
Metal
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Results
Metal
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
0-300 m
Soil Results (mg/kg)
Min.
Max.
Ave.
<10
<10
<10
4.7
9.1
7.0
24
110
56
<2
<2
<2
<0.4
<0.4
<0.4
9.6
33
16
<5
<5
<5
<5
6.1
5.4
9.3
15
11
17
140
86
<0.1
<0.1
<0.1
<10
<10
<10
<5
<5
<5
<2
<2
<2
<10
<10
<10
17
81
32
6.9
14
9
Soil
Min.
<10
4.7
30
<2
<0.4
10
<5
<5
9
12
<0.1
<10
<5
<2
<10
17
12
300-600 m
Results (mg/kg)
Max.
Ave.
<10
<10
17
11
62
48
<2
<2
<0.4
<0.4
21
16
<5
<5
13
10
17
12
120
80
0.2
0
<10
<10
44
11
<2
<2
<10
<10
38
24
30
21
Tank Results (mg/L)
Min.
Max.
Ave.
<0.003 <0.005 <0.003
<0.001 0.003
0.002
<0.002 <0.002 <0.002
<0.001 <0.001 <0.001
<0.0002 <0.0002 <0.0002
<0.001 <0.001 <0.001
<0.001 <0.001 <0.001
0.002
0.14
0.038
<0.001 0.006
0.002
<0.005 0.015
0.008
<0.0001 <0.0001 <0.0001
<0.005 <0.005 <0.005
<0.001 <0.001 <0.001
<0.001 <0.001 <0.001
<0.005 <0.005 <0.005
<0.005 <0.005 <0.005
0.095
0.27
0.2
<
&
<
&
<
&
<
&
<
&
S
env er Sa
Address:
Phone:
Fax:
Website:
Ground Floor, 51 Clarke Street,
Southbank VIC 3006
(03) 9606 0070
(03) 9606 0074
www.senversa.com.au
!
?
<
&
300 m
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
<
&
Legend
&
<
<
&
<
&
<
&
<
&
<
&
600 m
<
&
Tank Results (mg/L)
Min.
Max.
Ave.
<0.003 <0.005 0.003
<0.001 0.006
0.002
<0.02
0.03
0.02
<0.001 0.001
0.001
<0.002 0.0026 0.000
<0.001
0.02
0.002
<0.001 0.003
0.001
0.001
0.51
0.101
<0.001 0.008
0.003
<0.005 0.024
0.011
<0.0001 0.0001 0.0001
<0.005 0.005
0.005
<0.001 0.002
0.001
<0.001 <0.001 <0.001
<0.005 <0.005 <0.005
<0.005 <0.005 <0.005
0.065
13
1.9
<
&
Site Boundary
Surface Sample Location
Surface and Deep Sample Location
New Moon Sample Location
Soil and/or Water Sample Collected from Private Property
Soil and/or Water Sample Collected from Public Land
Property Boundarys (Vicmap)
Notes:
Cadastre and road data sourced from land.vic.gov.au (DEPI)
Aerial imagery sourced from Nearmap Pty Ltd
<
&
<
&
<
&
<
&
<
&
<
&
<
&
Designed:
B. Casement
Date:
5/08/2015
Drawn:
S. Koroblitsas
Revision:
2
Checked:
B. Casement
Scale:
1:20,000(A3)
File:
M11135 Fig4_distance
0
125
250
500
750
1,000
Results
Metal
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
600 m+
Soil Results (mg/kg)
Min.
Max.
Ave.
<10
<10
<10
6.1
120
19
29
120
64
<2
<2
<2
<0.4
<0.4
<0.4
11
22
15
<5
5.8
5
5.3
15
9
7.8
45
14
20
1100
196
<0.1
0.3
0
10
10
10
<5
44
8
<2
<2
<2
<10
<10
<10
16
38
24
6.7
58
20
Tank Results (mg/L)
Min.
Max.
Ave.
<0.003 0.007
0.003
<0.001 0.005
0.002
<0.02
0.03
0.02
<0.001 <0.001 <0.001
<0.0002 0.0007 0.0002
<0.001
0.01
0.002
<0.001 0.003
0.001
0.001
0.27
0.037
0.001
0.024
0.002
0.002
0.13
0.017
<0.0001 <0.0001 <0.0001
<0.005 <0.005 <0.005
<0.001
0.01
0.001
<0.001 <0.001 <0.001
<0.005 <0.005 <0.005
<0.005 <0.005 <0.005
0.04
11
1.9
Figure No:
4
Title:
Distance Data Breakdown
Project:
Water Tank and Soil Sampling Report
Location:
Woodvale VIC
Client:
Department of Environment, Land, Water and Planning
Metres
Datum GDA 1994, Projection MGA Zone 55
This Drawing is Subject to COPYRIGHT. No portion of this drawing may be removed, extracted, copied, electronically stored or disseminated in any form without the prior written permission of Senversa.
Path: Y:\16_GIS\Jobs\M11135_DEPI_WOODVALE PONDS_SAMPLING PLAN\Water Tank and Soil Sampling Report\M11135 Fig4_distance.mxd
±
Tables
Tables
Table 1: Water Quality Parameters
Table 2: Questionnaire Response Summaries
Table 3: Analytical Tank Water Results
Table 4: Statistical Summary of Water Results
Table 5: Analytical Soil Results – Standard Maintenance of Ecosystems Criteria
Table 6: Analytical Soil Results – Ecological Significant Maintenance of Ecosystems Criteria
Table 7: Statistical Summary of Surface Soil and Pond Sediment Results
Table 8a: Soil - Directional Data Summary
Table 8b: Soil - Distance Data Summary
Table 8c: Tank Water - Directional Data Summary
Table 8d: Tank Water - Distance Data Summary
m11135_009_rtp_rev3
Table 1: Water Quality Parameters
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113502
Water Tank Sample Information
Sample ID
T01
T02
T03
T04
T05
T06
T07
T08
T09
T10
T11
T12
T13
T14
T15
T16
T17
T18
T19
T20
T21
T22
T23
T24
T25
T26
T27
T28
T29
T30
T31
T32
T33
T34
T35
T36
T37
T38
T39
T40
T41
T42
T43
T44
T45
T46
T47
T48
T49
T50
T51
T52
T53
T54
NM
Field Water Quality Parameters
Date Sampled
Time
Temp
(°C)
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
11/06/2015
18/06/2015
18/06/2015
4/06/2015
10:00:00 AM
10:15:00 AM
10:27:00 AM
11:10:00 AM
11:21:00 AM
1:04:00 PM
2:10:00 PM
2:20:00 PM
2:35:00 PM
2:40:00 PM
3:00:00 PM
3:53:00 PM
3:45:00 PM
4:00:00 PM
8:35:00 AM
8:47:00 AM
8:55:00 AM
8:59:00 AM
10:15:00 AM
10:20:00 AM
10:42:00 AM
11:10:00 AM
11:20:00 AM
12:30:00 PM
1:30:00 PM
2:40:00 PM
3:30:00 PM
4:00:00 PM
4:15:00 PM
9:00:00 AM
10:00:00 AM
10:15:00 AM
10:25:00 AM
10:40:00 AM
11:25:00 AM
12:00:00 PM
1:35:00 PM
2:00:00 PM
2:50:00 PM
4:10:00 PM
4:40:00 PM
8:30:00 AM
9:20:00 AM
9:35:00 AM
9:50:00 AM
11:20:00 AM
11:35:00 AM
11:40:00 AM
12:05:00 PM
1:25:00 PM
2:06:00 PM
3:00:00 PM
9:20:00 AM
10:43:00 AM
10:45:00 AM
10.6
8.6
9.9
6.7
9.6
12.9
12.2
10.9
9.5
11.0
14.5
14.3
10.5
10.8
9.9
10.1
10.5
16.9
13.3
9.9
10.6
9.6
9.8
12.8
9.0
11.5
10.2
9.1
11.9
8.7
8.6
10.6
9.3
8.0
10.2
15.6
9.3
11.8
10.9
11.9
10.8
7.8
9.1
9.1
9.2
9.6
13.3
13.3
12.1
12.5
12.8
16.2
13.2
11.7
21.3
DO
(mg/L)
EC
(µS/cm)
pH
(units)
Redox
(mV)
TDS*
(mg/L)
Field Observations
13.04
11.18
11.92
6.28
9.41
8.93
12.47
13.84
12.04
10.65
9.71
11.41
9.17
10.03
10.09
14.94
12.64
8.34
7.97
2.51
10.85
9.14
6.51
9.16
12.05
11.69
9.89
9.74
6.68
11.78
10.9
12.29
13.84
11.37
10.02
9.29
10.83
6.12
9.75
13.6
13.47
11.68
20
12.02
7.7
8.31
7.4
7.4
20.91
9.5
11.5
6.7
10.43
10.8
6.88
399.3
133.9
23.6
25.9
20.1
19.2
20.8
81.8
37.3
47.9
33.9
28.3
27.6
20.9
49.5
91.5
145.6
99.5
128.1
127.2
114.7
35.1
44.1
362.6
65.8
32.9
136.4
46.2
60.7
54
75.6
100
98.3
120.2
145.8
45.4
83.9
49.6
49.4
254.7
43.8
51.6
480.4
66.3
306.5
268.6
45.7
45.7
32.6
28.3
46.6
73.6
810
321
7084
7.19
7.10
7.30
7.07
6.87
6.81
6.73
6.10
6.55
5.13
5.61
5.03
4.60
5.19
5.98
5.83
6.22
6.22
6.70
6.45
6.77
6.90
6.58
6.54
7.20
7.06
6.78
6.80
6.66
6.72
6.65
6.67
6.74
7.03
7.20
5.52
6.16
6.52
6.54
6.40
6.77
6.95
6.82
6.89
6.61
8.89
8.94
8.94
8.45
7.87
7.53
9.20
6.57
6.66
148.1
160.6
170.9
209.9
242.0
257.4
293.0
275.3
276.1
332.6
303.4
318.2
316.5
320.6
261.6
241.8
209.8
224.1
201.6
236.6
205.2
227.2
229.4
192.9
173.5
210.2
224.2
224.7
236.3
229.6
200.8
199.1
199.2
179.8
196.2
323.2
298.2
285.0
284.5
349.9
338.7
282.6
312.0
323.4
282.2
-39.1
2.1
2.1
136.7
112.1
157.6
-12.0
93.3
110.9
-206.7
259.5
87.0
15.3
16.8
13.1
12.5
13.5
53.2
24.2
31.1
22.0
18.4
17.9
13.6
32.2
59.5
94.6
64.7
83.3
82.7
74.6
22.8
28.7
235.7
42.8
21.4
88.7
30.0
39.5
35.1
49.1
65.0
63.9
78.1
94.8
29.5
54.5
32.2
32.1
165.6
28.5
33.5
312.3
43.1
199.2
174.6
29.7
29.7
21.2
18.4
30.3
47.8
526.5
208.7
4604.6
Clear, no odour, not turbid.
Clear, very slight amount of sediment within tank (red yellow brown; not collected in sample)
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Anaerobic/sulfur odour. Clear, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, very pale yellow, no odour.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Very pale yellow, low turbidity,
Clear, no odour, grey colour in inorganics bottle only (clear in metals bottle).
Clear, no odour, very low turbidity.
Clear, no odour, not turbid.
Clear, no odour, low turbidity.
Clear, no odour, not turbid.
Brown organic matter present, very pale yellow.
Clear, no odour, very pale yellow.
Clear, no odour, not turbid.
Very pale yellow to clear, no turbidity. Grey colour in inorganics bottle only.
Clear, no odour, not turbid.
Clear, no odour, very low turbidity, small amount of sediment.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, no turbidity.
Very pale yellow yellow, no odour.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Very pale yellow, very low turbidity to no turbidity.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Pale yellow, no dour.
Pale yellow-brown, no odour, low turbidity.
Clear, very slight amount of particulate matter, no odour.
Clear, very pale brown, no odour, no turbidity.
Pale yellow, no odour, low turbidity
Pale yellow, low turbidity, no odour.
Clear, not turbid, no odour.
Clear, not turbid, no odour.
Pale yellow, fresh odour, no turbidity.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Clear, no odour, not turbid.
Pale yellow, no odour, very low turbidity (almost clear).
Pale yellow, strong sulfur odour, low turbidity.
*TDS: converted to mg/L using standard 0.65 conversion factor from EC measurements.
T1_Water Quality Parameters_Rev1.xlsx
Table 2: Questionnaire Response Summaries
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Soil
Sampling Information
Water
Questionnaire Responses
Water Tanks
Water
Water Sample Details Tank ID Number
Sample ID(s)
Size*
(Litres)
Age
(Years)
Primary
Use(s)
SB25
SB26
SB27
SB33
SB34
SB35
SB36
T42
22,000
85-95
Domestic
SB18
SB21
SB22
T12
Sample ID(s)
T13
SB02
SB39
T14
Two interconnected
tanks. Sampled from
kitchen tap.
1
2
3,200-3,600
55
Two interconnected
tanks. Sampled from
kitchen tap.
1
22,000
2.5
2
22,000
2.5
Standalone tank.
Collected from tank
tap.
Three interconnected
tanks. Sampled from
kitchen tap.
3
22,000
2.5
1
22,700
2
Resident Water Use
Material(s)
Lining(s)
Condition
Underground
brick tank
Concrete
lining
Unknown
(underground)
Catchment
Area and
Material
Roof:
galvanised
iron. Copper
pipes from
underground
tank
Flush out once a
year
House roof:
Colorbond
None yet carried out Yes
Good
Polyethylene
Not lined
Good
Polyethylene
Not lined
Good
Backup
domestic
Polyethylene
Not lined
Good
Shed roof:
Colorbond
None yet carried out
25
Domestic
Galvanised
steel
Not lined
Good
House roof:
Colorbond
Yes
22,700
12
Domestic
Polyethylene
Not lined
Good
Cleaned early this
year: flushed and
pumped to remove
sludge at tank base
3
22,700
12
Domestic
Polyethylene
Not lined
Good
Galvanised
steel
Not lined
Good
Aluminium
shed roof
Clean out leaves
from gutters leading
to tanks every 6-12
months (tanks are
not emptied)
Usually
None in
(imports town
recent times
water in severe
drought)
Main
Domestic
Flush out once a
year
None
(never have
imported
water from
other
sources)
Not lined
Town water Once, 2.5
years ago
Other
Source
Details:
Delivery
Volume
Drinking
Water
Filtration
Tank Water
Other Water
Use(s)
Treatments
Other than
(Post Collection)
Domestic
Agricultural
Chemical Use:
Application/
Source Details
-
None
None
Round-up on
paddocks for
sheep grazing
(not near house)
None
1
22,700
30-35
Links to main
domestic
T16
House source tank.
Sampled from top of
tank.
2
27,300
30-35
Main domestic Concrete
Not lined
Some cracks with
moss and ivy
growing out of it
House roof
T18
Kitchen tap, post
ceramic filter
-
T17
Feeder tank to T16.
Sampled from top of
tank.
3
18,200
30-35
Links to main
domestic
Concrete
Not lined
Some cracks with
moss and ivy
growing out of it
Carport roof
4
22,700
30-35
Links to main
domestic
Galvanised
steel
Not lined
Good
Aluminium
shed roof
None
(since 2004)
Other Comments
Dam water for stock
watering/garden.
Copper pipes replaced before.
Potentially still have old
Bendigo/Unity Mining drinking
water reports if required.
14,000 L
None
None
None
Super-phosphate Tanks partially filled with town
used 2 years ago water when they were new.
Dam water for stock
watering/garden.
None yet carried out
Feeder tank to T16.
Sampled from top of
tank.
T2_Questionnaires_Rev0.xlsx
Yes
Other
Drinking
Water
Sources
Other
Source
Details:
Delivery
Rate
Galvanised
steel
T15
For domestic use but not sampled for
safety reasons.
Maintenance
Details
Drinking Water
Source:
100%
Rainwater
Currently
Unsure of
2004
delivery
volume
Sediment
filter (5 and
20 micron)
None
Unknown
None
A fourth tank was rusted through
and removed from the main
domestic system. Additional
tank near shed at side of house,
used as a holding tank and not
currently in use.
-
None
None
None
Ceramic
None
filter set up
in kitchen
area.
Cleaned out
every
fortnight;
replaced
every year.
None
None
None
Fertilizer: organic
plant food
(Rooster Boost
brand)
Herbicide: Roundup
All used in garden
One additional galvanised steel
tank at the rear of the properly
collecting off a shed tin roof. A
sample was not collected due to
the tank exceeding safe height
limits for sampling.
None
None
None
None
Page 1 of 8
Table 2: Questionnaire Response Summaries
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Soil
Sampling Information
Water
Questionnaire Responses
Water Tanks
Sample ID(s)
Water
Water Sample Details Tank ID Number
Sample ID(s)
Size*
(Litres)
Age
(Years)
Primary
Use(s)
N/A
T19
1
22,000
37
2
22,000
T20
Back up tank to T19.
3
Sampled from hose
that came from
backyard above ground
tank.
T21
N/A
Catchment
Area and
Material
Maintenance
Details
Lining(s)
Condition
Interlinked
Underground
main domestic concrete
Not lined
Unknown
House roof:
Gutters cleaned
terracotta tiles once a year
37
Interlinked
Underground
main domestic concrete
Not lined
Unknown
House roof:
Gutters cleaned
terracotta tiles once a year
22,000
37
Backup and
semi-linked
domestic
Not lined
Stained concrete average condition
from outside
Backyard
shed roofs:
galvanised
steel
Garden tap attached to 1
side of house supplied
by main interconnected
domestic tanks.
10,000
25-30
Domestic,
Concrete
stock watering
Not lined
Some cracks in
concrete tanks
present
(no plants growing
out of cracks)
House roof:
Stagnant water
Yes
terracotta tiles purged from piping in
summer after drier
periods
2
10,000
25-30
Domestic,
Concrete
stock watering
Not lined
Some cracks in
concrete tanks
present
(no plants growing
out of cracks)
House roof:
Stagnant water
terracotta tiles purged from piping in
summer after drier
periods
Two interconnected
tanks. Sampled from
outdoor tap.
Material(s)
Resident Water Use
Above ground
concrete
-
3
Smaller uncertain 25-30
(not for domestic)
Stock watering Polyethylene
and vegetable
patch only
Not lined
Good
Shed roof: Zn- None
Al coated
T22
Sampled directly from
front (green) tank.
1
10
Domestic
Green
polyethylene
Not lined
Good
Sampled directly from
black tank.
2
20
Domestic
Black
polyethylene
Not lined
Good
N/A
T24
Sampled from kitchen
tap.
1
22,700
(estimated as
unquoted)
2
Domestic,
Concrete
stock watering
Unknown
Good
House roof:
galvanised
steel
House roof:
galvanised
steel
House roof:
galvanised tin
Unknown
T23
22,700
(Tank 3 is not in
use)
22,700
N/A
T25
Sampled from tank tap. 1
Four interconnected
tanks.
1,300-2,300
100
Interlinked
Galvanised
domestic and steel
some
gardening
Potable water- Generally good
safe coating
(regular repairs)
(Ormonoid
Bitkote) inside
and outside of
tanks
House roof:
Zn-Al coating
on iron roof
Empties tanks
whenever sediment
is noticed or on
occasion
2
4,500
25
Interlinked
Galvanised
domestic and steel
some
gardening
Potable water- Generally good
safe coating
(regular repairs)
(Ormonoid
Bitkote) inside
and outside of
tanks
House roof:
Zn-Al coating
on iron roof
Empties tanks
whenever sediment
is noticed or on
occasion
3
22,700
30+
Interlinked
Galvanised
domestic and steel
some
gardening
Potable water- Generally good
safe coating
(regular repairs)
(Ormonoid
Bitkote) inside
and outside of
tanks
House roof:
Zn-Al coating
on iron roof
Empties tanks
whenever sediment
is noticed or on
occasion
4
900 (gravity tank 25-30
held above other
tanks)
Interlinked
Galvanised
domestic and steel
some
gardening
Potable water- Generally good
safe coating
(regular repairs)
(Ormonoid
Bitkote) inside
and outside of
tanks
House roof:
Zn-Al coating
on iron roof
Empties tanks
whenever sediment
is noticed or on
occasion
T2_Questionnaires_Rev0.xlsx
Yes
Other
Drinking
Water
Sources
Town water
a few times
Other
Source
Details:
Delivery
Rate
Other
Source
Details:
Delivery
Volume
Once 3
years ago
and one
other
delivery 2
years ago
17,000 L at
a time
Drinking
Water
Filtration
Tank Water
Other Water
Use(s)
Treatments
Other than
(Post Collection)
Domestic
Agricultural
Chemical Use:
Application/
Source Details
None
None
Fertilizer (not used No other comments.
on-site anymore):
local manure,
dynamic lifter, and
straw
Town water
once
Yes
Town water
during
drought
Clean gutters once a Yes
year before summer
Town water
during
drought
Unknown
No
Once in 15
years
Once 2-3
years ago
Domestic
Domestic
Gutters cleaned
once a year
Tank not for
domestic
uses.
N/A
Drinking Water
Source:
100%
Rainwater
Currently
10,000 L
shipped for
the one
delivery
Unknown
volume
Small
None
physical filter
connected to
tap tip in
kitchen
None
None
None
None
Two months 7,500
None
None
ago
(approximate
ly half the
tank)
Will use dam In severe
Unknown
Physical fine None
water
drought only volume
green
garden pest
mesh
Mainly
gardening
but can be
linked to
system for
domestic
uses.
No dams onsite so can
use domestic
tank to
supply for
stock
watering.
Other Comments
Herbicide: Round- No other comments.
up in some
vegetable garden
spots (quite
isolated)
Fertiliser:
occasional horse
manure
Stock
watering and
agricultural
applications.
None
None
Verbal approval to collected
samples. Brief interview
conducted via telephone.
None
Herbicide: weed
killer
No other comments.
Gardening
and
recreational
(pool)
Fertilizer: local
Resident has been part of the
animal manure
Unity Mining testing program
(leasee of his
until 4-6 years ago.
property)
No
pesticides/herbicid
es used
Page 2 of 8
Table 2: Questionnaire Response Summaries
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Soil
Sampling Information
Water
Questionnaire Responses
Water Tanks
Sample ID(s)
Water
Water Sample Details Tank ID Number
Sample ID(s)
Size*
(Litres)
Age
(Years)
Primary
Use(s)
SB24
T26
24,500
35
Domestic
SB09
SB10
SB17
SB32
T27
T28
-
SB31
T29
Sampled from kitchen
tap. Three
interconnected tanks.
1
Resident Water Use
Material(s)
Lining(s)
Condition
Galvanised
steel
Unknown
Very good
Catchment
Area and
Material
Maintenance
Details
House roof:
47 year old
iron roof with
appearance of
Zn-Al coating
Gutters cleared and Yes
a sub-contractor
vacuums the tanks
once a year
2
24,500
<10
Domestic
Galvanised
steel
Unknown
Very good
House roof:
47 year old
iron roof with
appearance of
Zn-Al coating
Gutters cleared and
a sub-contractor
vacuums the tanks
once a year
3
24,500
<10
Domestic
Galvanised
steel
Unknown
Very good
House roof:
47 year old
iron roof with
appearance of
Zn-Al coating
Gutters cleared and
a sub-contractor
vacuums the tanks
once a year
1
22,700
3
Domestic
Polyethylene
Unknown
Storage only
2
22,700
3
Domestic
Polyethylene
Unknown
3
22,700
3
Domestic
Polyethylene
Unknown
Very good
(quite new)
Very good
(quite new)
Very good
(quite new)
4
22,700
3
Domestic
Polyethylene
Unknown
Very good
(quite new)
Sampled directly from
domestic tank tap
(Tank 1)
Not sampled.
1
28
Domestic
Concrete
Unknown
Very good
2
600-800
(estimated as
unknown)
22,000
28
Garden
Concrete
Unknown
Very good
Sampled from hand
basin tap immediately
in front of the yellow
concrete tank.
Interconnected tanks.
1
22,700
35
Domestic
Concrete
Unknown
Good
Sampled from kitchen
tap. Interconnected
tanks.
None yet
(quite new tanks)
Storage only None yet
(quite new tanks)
Machine shed None yet
roof:
(quite new tanks)
galvanised
iron
Shed roof:
None yet
galvanised
(quite new tanks)
iron
Carport roof: Cleans carport roof
corrugated
regularly but does
iron
not clean tank
House roof:
Cleans regularly
could be
coated iron
House roof:
colobond
Cleaned out 20
years ago
and
Gutters cleaned out
every summer
Shed roof: iron
2
22,700
35
Backup
domestic
Concrete
Unknown
Good
House roof:
colobond
No maintenance
done
and
Gutters cleaned out
every summer
Shed roof: iron
3
4
22,700
22,700
8
8
Backup
domestic
Backup
domestic
Concrete
Concrete
Unknown
Unknown
Good
Good
Drinking Water
Source:
100%
Rainwater
Currently
House roof:
colobond
No maintenance
done
Another shed
roof: iron
Gutters cleaned out
every summer
No maintenance
done
Other
Drinking
Water
Sources
Private
standpipe
water
Other
Source
Details:
Delivery
Rate
Other
Source
Details:
Delivery
Volume
Very rarely
buys
Unknown
volume
Drinking
Water
Filtration
Tank Water
Other Water
Use(s)
Treatments
Other than
(Post Collection)
Domestic
Agricultural
Chemical Use:
Application/
Source Details
None
None
Fertilizer: blood
and bone in
garden
None
Other Comments
No other comments.
No
chemicals/substan
ces used on
paddocks
Yes
Town water
(except when
tanks were first
installed)
First
installed:
tanked 3/4
filled
68,200 L
(total for all
tanks)
None
None
None
Unknown: leasing No other comments.
out two paddocks
for cropping.
Likely fertilizers
used.
Yes
-
-
None
None
None
None
No other comments.
None
None
Sometimes
stock
watering
Herbicide:
superphosphate
Fertilizer: fish,
compost (heat
generated)
No other comments.
-
Town water top Bendigo
During
ups
(town) water periods of no
rain that
extends to 56 weeks
Yes
-
10,500 L
once this
year so far
-
Gutters cleaned out
every summer
T2_Questionnaires_Rev0.xlsx
Page 3 of 8
Table 2: Questionnaire Response Summaries
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Soil
Sampling Information
Water
Questionnaire Responses
Water Tanks
Sample ID(s)
Water
Water Sample Details Tank ID Number
Sample ID(s)
Size*
(Litres)
Age
(Years)
Primary
Use(s)
N/A
T30
Above ground
(overhead) 450
Unknown
Domestic
Sampled from kitchen
tap. Interconnected
tanks.
1
Resident Water Use
Material(s)
Lining(s)
Condition
Galvanised
steel
Unknown
Good
Catchment
Area and
Material
House roof:
Zn coating
Maintenance
Details
General
maintenance will be
conducted around
the property.
Drinking Water
Source:
100%
Rainwater
Currently
Yes
Other
Drinking
Water
Sources
Other
Source
Details:
Delivery
Rate
Other
Source
Details:
Delivery
Volume
-
-
-
Drinking
Water
Filtration
Tank Water
Other Water
Use(s)
Treatments
Other than
(Post Collection)
Domestic
0.5 cm pore None
diameter
mesh gutter
trap on roof
None
Agricultural
Chemical Use:
Application/
Source Details
Other Comments
None
No other comments.
Gutters cleaned out
occasionally.
N/A
N/A
N/A
T31
Sampled from Tank
closest to property
main driveway.
2
Underground
Unknown
unknown volume
1
2
Domestic
Galvanised
steel
Good
House roof:
Zn coating
22,700
Unverified Assumed
Concrete
(estimated as
domestic only
though
(unverified at
permission
time of
granted to
sampling)
sample, owner
was not available
for questionnaire)
Unknown
Good
(small cracks)
Off one house Unverified at the
roof direct into time of sampling.
the two tanks
Unverified at time of sampling as property owner was unavailable for sampling. Accessed with DHHS representative.
22,700
Unverified Assumed
Concrete
(estimated as
domestic only
though
(unverified at
permission
time of
granted to
sampling)
sample, owner
was not available
for questionnaire)
Unknown
Good
(small cracks)
Off one house Unverified at the
roof direct into time of sampling.
the two tanks
Unverified at time of sampling as property owner was unavailable for sampling. Accessed with DHHS representative.
Painted red, with
moderate amount of
paint chipping
observed
Terracotta/con Large red tank
crete
flushed out and re(undetermined lined 2.5 years ago
material) tiles
fills large red
tank(currently
in use)
No
Town water
only for 2.5
years
Twice a year
on average
(6 times in
past 3 years)
Relatively
full tank
deliveries
each time
None
None
N/A
Collects
rainwater off
Zn-coated
shed roof
(currently not
in use)
Yes
N/A
N/A
N/A
None
None
N/A
Water from within the large
concrete tank (2) was observed
to be at low levels with
sedimentation from the bottom
of the tank so the upper, less
turbid, water was sampled.
N/A
None
None
Small red
tank mostly
used for
stock
watering and
gardening.
Dam water used for garden first,
then backup small red tank.
None
None
Gardening
T32
Large painted-red
1
concrete tank (held
Bendigo town-water at
time of sampling;
sampled from )
31,800
>3
Domestic
Concrete
Recently re(painted red
lined black
with standard
polyethylene.
paint and based
on owner
response)
T33
Unpainted older tank
2
(at time of sampling this
tank was not connected
to other tanks for
domestic uses;
sampled with bailer
from top lid)
31,800
>3
Domestic
Concrete (no
paint)
T34
Smaller painted-red
3
concrete tank (sampled
tap attached to base of
tank)
3,600
7
T35
Sampled from kitchen
tap.
92,000-96,000
3
T2_Questionnaires_Rev0.xlsx
1
Tank maintenance is
kept to a minimum.
Unknown
3) Stock
watering and
gardening but
will
occasionally
fill drinking
water bottle
for personal
use
Domestic,
gardening,
greywater
uses
Uncertain,
Large concrete,
most likely not slightly yellowed
lined
with moss growing
around tank lid at
time of sampling
None (at time of
sampling).
However, has plans
to clean out
sediment/sludge at
the bottom of the
tank.
Concrete
(painted red
with apparent
standard paint
and based on
owner
response)
Uncertain,
Painted red, with
Shed roof: Zn- N/A
most likely not moderate amount of coated
lined
paint chipping
observed
Yes
N/A
N/A
Colorbond
Plastic bladder Very good
Yes
(except during
drought)
Town water
1 delivery 4 25,000 L
months ago
to top up
tank
House roof:
Colorbond
None used around Flushed out and re-lined
the property in the approximately 2.5 years ago.
immediate vicinity
of the tanks.
Gutters cleaned
occasionally
None
No other comments.
Page 4 of 8
Table 2: Questionnaire Response Summaries
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Soil
Sampling Information
Water
Questionnaire Responses
Water Tanks
Resident Water Use
Sample ID(s)
Water
Water Sample Details Tank ID Number
Sample ID(s)
Size*
(Litres)
Age
(Years)
Primary
Use(s)
Material(s)
Lining(s)
Condition
SB14
T36
23,500
3
Domestic
Polyethylene
Not lined
Very good
Sampled from kitchen
tap. Interconnected
tanks.
1
2
3
N/A
T40
T41
Bendigo town-water
1
from Tank 1 mixing in
with Tank 2 and Tank 3
at the kitchen (house
outlets for domestic
uses). Sampled directly
from kitchen to assess
effects of mixing two
water sources for
domestic uses.
2
Individually sampled
3
direct from tank to
assess major rainwater
tank contributing to
domestic uses.
Not domestic. Not sampled.
Not domestic. Not sampled.
SB15
T46
T2_Questionnaires_Rev0.xlsx
Sampled from Tank 1
directly (disconnected
from domestic use at
time of sampling)
4
5
1
23,500
33,000
7,000
3
6
>20
Domestic
Domestic
Domestic
Polyethylene
Polyethylene
Concrete
Not lined
Not lined
Assumed not
lined
(unknown)
Very good
Very good
Good
Catchment
Area and
Material
House roof:
Colorbond
House roof:
Colorbond
Shed roof:
Colorbond
House roof:
galvanised
steel
Maintenance
Details
Drinking Water
Source:
100%
Rainwater
Currently
Cleans out gutters
Yes
before summer each (except during
year
drought)
95,000
10,000
7,000
22,700
1
1
1
8
30-35
Domestic
Domestic
Polyethylene
Steel
Stock watering Fibreglass
(horses)
Assumed not
lined
(unknown)
Good
Bladder inside Good
Assumed not
lined
(unknown)
Average (older
appearance)
Stock watering Concrete with
Polymer
(horses)
polymer coating coating on
concrete
structure
Large cracks
repaired by previous
owners (not for
potable water)
Disconnected Concrete
(want to
connect and
use
domestically)
Good
Not lined
Shed roof:
galvanised
steel
Large horse
stable roof:
red-coloured
galvanised
steel
Machinery
shed roof:
galvanised
steel
Horse stable
shed roof:
galvanised
steel
Town water
Other
Source
Details:
Delivery
Volume
4 times in 6
years
18,000 L
each time
Filter on
fridge 8090% of the
time
Approximatel
y 21,00028,000 L
total
Fine mesh
None
on receiving
end entering
house and
Brita filter
pitcher used
for drinking
water often
times
Cleaned out
downpipes 18
months ago
Cleans out gutters
before summer each
year
Drinking
Water
Filtration
Tank Water
Other Water
Use(s)
Treatments
Other than
(Post Collection)
Domestic
Agricultural
Chemical Use:
Application/
Source Details
Chemical
Recreational None
treatment for
(pool)
water used in pool
Other Comments
No other comments.
Cleaned out
downpipes 18
months ago
Cleans out gutters
before summer each
year
Cleaned out
downpipes 18
months ago
Cleaned out Tank 1 No
about 1 year ago but
town water now and
disconnected from
Tank 2.
Clean out gutters as
required (before
summer)
10,000
Other
Drinking
Water
Sources
Other
Source
Details:
Delivery
Rate
Not cleaned out
Clean out gutters as
required (before
summer)
Bladder replaced
recently (new black
poly)
Clean out gutters as
required (before
summer)
Not cleaned out
-
Town water 3-4
from tank 1 deliveries
mixes with
rainwater
from Tank 2
and Tank 3
depending
on whether
they are
connected at
the time and
mixes at the
house for
domestic
uses.
None
None
Dam water used for
paddocks/garden.
Sometimes
for stock
watering
None
-
-
-
-
-
Unknown
volume
Commercial None
carbon filter
fitted under
kitchen sink
for narrownecked
drinking
water tap
separate to
kitchen hand
wash basin
tap
-
-
None
None
Clean out gutters as
required (before
summer)
Not cleaned out
Clean out gutters as
required (before
summer)
House roof
Clean out gutters
Yes
only: concrete every year
and Colorbond
No maintenance
done on tank
Previous
Unknown
owner used
town water
(approximate
ly 6 months
worth)
No other comments.
Page 5 of 8
Table 2: Questionnaire Response Summaries
SB15Water and Soil Sampling Investigation
Tank
Woodvale, Victoria
DELWP
M1113504
Soil
Sample ID(s)
N/A
N/A
N/A
N/A
SB23
Yes
Sampling Information
Water
Questionnaire Responses
Water Tanks
Water
Water Sample Details Tank ID Number
Sample ID(s)
Size*
(Litres)
Age
(Years)
Primary
Use(s)
Material(s)
Lining(s)
Condition
T47
Sampled from kitchen 2
tap (not carbon
filtered). Interconnected
tanks.
22,700
20
Domestic
Polyethylene
Unknown
Good
3
22,700
20
Domestic
Polyethylene
Unknown
Good
Catchment
Area and
Material
Maintenance
Details
Shed roof: ZnAl coated steel
which also
collected off
house roof:
Colorbond
Clean out gutters
every year
Shed roof: ZnAl coated steel
which also
collected off
house roof:
Colorbond
Clean out gutters
every year
Previous
Unknown
owner used
town water
(approximate
ly 6 months
worth)
Unknown
volume
Other
Source
Details:
Delivery
Rate
Other
Source
Details:
Delivery
Volume
Drinking Water
Source:
100%
Rainwater
Currently
Other
Drinking
Water
Sources
Commercial None
None
carbon filter
fitted under
kitchen sink
for narrownecked
drinking Resident Water Use
water tap
Tank Water
separate
Drinking to Other Water
Use(s)
kitchen
Water hand Treatments
wash
basin (Post Collection) Other than
Filtration
Domestic
tap
None
No other comments.
Agricultural
Chemical Use:
Application/
Source Details
Other Comments
No maintenance
done on tank
No maintenance
done on tank
T48
Sampled from drinking Tanks 2-3 mixed.
water tap connected to
carbon filter (same tank
source)
See above.
See
above.
See above.
See above.
See above.
See above.
See above.
See above.
T49
Sampled directly from
kitchen tap.
Interconnected tanks.
1
45,500
20
Domestic
Polyethylene
Unknown
Good
House roof:
Zn-Al coated
Gutters cleaned
once a year
No
Town water
One delivery Approximatel None
in February y 25% of
2015 tank volume
(10,000 L)
None
None
2
45,500
20
Domestic
Polyethylene
Unknown
Good
Shed roof:
Colorbond
Gutters cleaned
once a year
No
Town water
One delivery Approximatel None
in February y 25% of
2015 tank volume
(10,000 L)
None
None
1
5000
>30
Domestic
Concrete
Not lined
Average condition
(black stained), no
cracks
House roof: tin Tanks emptied every Yes
12 months
(except during
drought)
Town water
Not regularly Uncertain
None
None
None
None
Dam water used for stock
watering (horses).
2
Not in use and no plans to reconnect to current water tank for domestic uses.
Good
Main building
roof:
galvanised
iron (really
aged roof
~115 years
old)
No maintenance, just Yes
flush out toilet and
(except during
kitchen pipes
drought)
occasionally.
Town water
Once 3
years ago
None
None
None
None
None
Previously
collected from
hall roof. Now
disconnected
and not
collecting
water
Beige shed
roof:
Colorbond
No maintenance
conducted
-
-
-
-
-
-
Small hole in surface of tank
may be allowing surface
water intrusion during large
rain events.
T45
Sampled directly from
kitchen tap.
Interconnected tanks.
T44
Sampled directly from
kitchen tap.
1
9,100
12
Domestic
T52
Sampled directly from
underground tank.
2
22,700
145
Not connected Underground - Not lined
due to
brick most likely
uncertain
water quality
Unknown
(underground with
no access for visual
inspection)
T54
Sampled directly from
beige Tank 3
3
22,700
12
Not lined
Good
T43
Sampled directly from
kitchen tap.
1
10,000
>14
Not in use
Polyethylene
currently
(sampled to
assess
potential future
uses)
Domestic
Concrete
Uncertain
Average condition
(black stain, small
cracks)
Delivered
water
Gutters cleaned out
occasionally
Not domestic. Not sampled.
2
9,100
>14
T50
1
27,300
Gutters cleaned out
occasionally
Gutters cleaned out
regularly
2
3
Shed roof: Zncoating
House and
shed roofs:
galvanised
steel
House and
shed roofs:
galvanised
steel
House and
shed roofs:
galvanised
steel
T2_Questionnaires_Rev0.xlsx
Sampled directly from
kitchen tap.
Interconnected tanks.
Galvanised
steel
Not lined
Galvanised iron Uncertain
Good
20
Flushing only
(no potable)
Domestic
Polyethylene
Not lined
Good condition
27,300
10
Domestic
Polyethylene
Not lined
Good condition
27,300
37
Domestic
Concrete
Not lined
Average condition
(dark staining)
Yes
Filled up
9,000 L
(galvanised
tank)
None
Two families living on property
and are confirmed to use the
same tank water source.
None
No maintenance, just
flush out toilet and
kitchen pipes
occasionally.
Gutters cleaned out
regularly
Dam water used for gardening
and stock watering (horses).
No
Sailor's Gully One delivery 2,000 L
Road: town every 3
(every 3
water
weeks
weeks)
Fine
washable
mesh filter
on kitchen
tap tip
None
None
None
Yes
None
0.5 cm pore None
diameter
mesh gutter
trap on roof
for leaves
None
Herbicides: Round- No other comments.
up used on
paddocks only
and not within
immediate area of
tanks
N/A
N/A
No other comments.
Gutters cleaned out
regularly
Page 6 of 8
Table 2: Questionnaire Response Summaries
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Soil
Sampling Information
Water
Questionnaire Responses
Water Tanks
Sample ID(s)
Water
Water Sample Details Tank ID Number
Sample ID(s)
Size*
(Litres)
N/A
T37
N/A
T53
Age
(Years)
Lining(s)
Condition
Unverified
Good
1
4,500 (estimated) Unverified Unverified
Polyethylene
2
4,500 (estimated)
Polyethylene
Good
3
4,500 (estimated)
Concrete
Average (yellowgrey staining and
visible crack around
perimeter of tank)
Sampled directly from
kitchen tap.
Interconnected tanks.
1
45,500
15
Domestic
Polyethylene
Not lined
Good
2
31,800
0.5
Domestic
Polyethylene
Not lined
Good
3
45,500
23
Domestic
Concrete
Not lined
Good
4
Not sampled as not for domestic uses.
SB16
Not applicable as Bendigo town-water used on-site.
SB41
T11
1
SB07
Material(s)
Sampled directly from
concrete tank tap as
instructed by property
owner. Assumed
interconnected tanks
(unconfirmed).
Not domestic Not sampled.
(washing
cars)rainwater. Not sampled.
Not
N/A
Primary
Use(s)
Resident Water Use
Sampled directly from
kitchen tap.
160,000
2
Domestic
Galvanised
steel
Unknown
Not domestic Not sampled.
2
(gardening
only)
T10
Sampled directly from 1
garden tap attached to
house. Interconnected
tanks.
2
Small (around
other sheds)
22,500
Not sampled as not used and will not use for domestic uses.
1
Domestic,
small amount
for gardening
Polyethylene
22,500
6
T09
Sampled directly from 1
garden tap attached to
house. Interconnected
2
tanks.
15,000
Unknown
Domestic,
small amount
for gardening
Domestic
15,000
Unknown
Domestic
Roof: Zn-Al
coated
Roof: Zn-Al
coated
Roof: Zn-Al
coated
Maintenance
Details
Unverified
Shed roof:
Colorbond
No flushing out
tanks. No Gutter
guard, clean gutter
yearly before wet
weather.
Shed roof:
No flushing out
Colorbond
tanks. No Gutter
guard, clean gutter
yearly before wet
weather.
House roof:
No flushing out
terracotta tiles tanks. No Gutter
guard, clean gutter
yearly before wet
weather.
Other
Drinking
Water
Sources
Other
Source
Details:
Delivery
Rate
Other
Source
Details:
Delivery
Volume
Drinking
Water
Filtration
Tank Water
Other Water
Use(s)
Treatments
Other than
(Post Collection)
Domestic
Agricultural
Chemical Use:
Application/
Source Details
Other Comments
Permission was granted to sample from the water tanks. A full interview was not completed at the time of sampling as the property owner was unable to attend
site. Accessed with DHHS representative.
Yes
None, all
sourced
from
rainwater
Many years
ago had
water
delivered.
However,
now not
relevant.
N/A
None
None
None
None
No other comments.
Town Water
Only
N/A
Tanks filled
with town
water only
N/A
N/A
N/A
N/A
None
Has filled up tanks three times
since summer, not using roof
run off currently.
Good
House and
No (not required yet) Yes (primarily)
shed roof: ZnAl coated
Partial fill
Only once
1/3 full (now Unknown
with town
since March mixed with
water (when 2014
rainwater)
first moved
in March
2014)
None
None
No
No soil bore currently scheduled
for analysis at this property.
However, a backup sample was
collected and put on hold if
required.
Unknown
Good
Roof:
Colorbond
Gutter catchers only Yes
N/A
N/A
N/A
None
None
No. Just
overflow
(beige tank)
Unknown.
No other comments.
Polyethylene
Unknown
Good
Roof:
Colorbond
Gutter catchers only
Steel
Unknown
Good
House roof:
Colorbond
Cleaned 4 years ago Yes
None
None
N/A
$800 plastic None
gutter filters
None
None
Other tanks for gardens sourced
from shed roof runoff.
Steel
Unknown
Good
House roof:
Colorbond
Roof:
galvanised
steel.
Cleaned 4 years ago
Unknown
Yes
Bendigo
town water
None
None
Gardening
only as no
stock.
None
No other comments.
Roof:
Colorbond
Roof:
Colorbond
None
Yes
None
Once 12
10,000 L
months ago shipped for
the one
delivery
None
None
None
None
Unknown
None
No other comments.
N/A
T08
Sampled directly from
tank.
1
10,000
30
Domestic and Concrete
gardening
Not lined
Good: some
discolouring
N/A
T07
Sampled directly from
kitchen tap.
Interconnected tanks.
1
10,000
10
Domestic
Polyethylene
Not lined
Good
2
10,000
4
Domestic
Polyethylene
Not lined
Good
T2_Questionnaires_Rev0.xlsx
Catchment
Area and
Material
Drinking Water
Source:
100%
Rainwater
Currently
None
Page 7 of 8
Table 2: Questionnaire Response Summaries
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Soil
Sample ID(s)
SB01
SB03
SB04
SB12
SB28
SB29
SB30
SB37
SB38
SB40
Sampling Information
Water
N/A
N/A
N/A
SB05
SB13
Resident Water Use
Catchment
Area and
Material
Other
Drinking
Water
Sources
Other
Source
Details:
Delivery
Rate
Other
Source
Details:
Delivery
Volume
Drinking
Water
Filtration
Tank Water
Other Water
Use(s)
Treatments
Other than
(Post Collection)
Domestic
Agricultural
Chemical Use:
Application/
Source Details
Other Comments
None
None
None
None
No other comments.
Size*
(Litres)
Age
(Years)
Primary
Use(s)
Material(s)
Lining(s)
Condition
T01
Sampled from kitchen
tap (hay shed)
1
34,100
40
Domestic
Concrete
Not lined
Good
Hay shed roof: Emptied out in 2015. Yes - mainly but Bendigo
galvanised
topped up with town-water
iron
Gutters not cleaned. Bendigo town
water before
(2014)
Once in
2014
>30,000
T02
Sampled directly from
Tank 2 (grain shed)
2
22,700
35
Domestic
Concrete
Not lined
Average (no
observed holes)
Never emptied tank. Yes
N/A
N/A
N/A
Sampled directly from
Tank 3 (workshop)
3
Grain shed
roof:
galvanised
iron
Workshop
roof:
galvanised
iron
Garage roof:
galvanised
steel
N/A
N/A
N/A
Fly wire
used.
None
None
None (manure
only)
Other tanks onsite are used for
gardening and refilling
swimming pool
Once 1.5
years ago
22,700
None
None
None
None
No other comments.
T04
22,700
10
Domestic
Polyethylene
Not lined
Good
Maintenance
Details
Drinking Water
Source:
100%
Rainwater
Currently
Water
Water Sample Details Tank ID Number
Sample ID(s)
T03
SB06
Questionnaire Responses
Water Tanks
Gutters not cleaned.
Never emptied tank.
Gutters not cleaned.
Sampled from tap
1
attached to one of the
interconnected doublesmall water tanks.
2
1,400
20
Domestic
Galvanised
steel
Not lined
Good
1,400
20
Domestic
Galvanised
steel
Not lined
Good
Garage roof:
galvanised
steel
Never maintained.
Gutters cleaned out
occasionally.
T05
Sampled from 45,500 L 3
tank
45,500
15
Domestic
Polyethylene
Not lined
Good
House roof:
galvanised
steel
Never maintained.
Gutters cleaned out
occasionally.
T38
Sampled directly from
kitchen tap.
Interconnected tanks.
1
22,700
35
Domestic
Concrete
Not lined
Good
Pottery barn
roof:
Colorbond
Clean out gutters
every summer.
2
22,700
35
Domestic
Concrete
Not lined
Good
Clean out gutters
every summer.
3
22,700
10
Domestic
Polyethylene
Not lined
Good
Pottery barn
roof:
Colorbond
Pottery barn
roof:
Colorbond
House roof:
galvanised
iron
Shed roof:
galvanised
iron
House roof:
terracotta tiles
None.
Not domestic Not sampled.
(gardening
only)
T39
Sampled directly from
kitchen tap.
Interconnected tanks.
4
90,900
Not for domestic uses (gardening only).
1
10,000
>20
Domestic
Concrete
Not lined
Good
2
7,000
>20
Domestic
Polyethylene
Not lined
Good
T51
1
10,000
2
Domestic
Polyethylene
Assumed not
lined
(uncertain)
Good
2
10,000
10
Domestic
Concrete
Not lined
Average-good:
some staining
Sampled directly from 1
garden tap attached to
house. Interconnected
tanks.
23,650
6
Domestic
Polyethylene
Not lined
2
23,650
6
Domestic
Polyethylene
Not lined
3
23,650
6
Not sampled as not for domestic uses.
T06
Sampled directly from
kitchen tap.
Interconnected tanks.
Not domestic Not sampled.
(stock
watering
only).
Never maintained.
Gutters cleaned out
occasionally.
Yes
Yes
Bendigo
(but have
town water
imported water
in drought)
Clean out gutters
every summer.
Washing,
septic
system.
Yes
(will import in
drought
conditions)
Water from
'Leightons'
Twice in 14
years.
Uncertain
(on an as
required
basis)
Screen for
gutter if
required
None
None
None
No other comments.
No regular tank
maintenance; just
clean out gutters
when required.
Shed roof: tin No regular tank
maintenance; just
clean out gutters
when required.
Yes
N/A
N/A
N/A
None
None
No other comments.
Good
Roof:
Colorbond
Not yet required.
Yes but wife of
resident will
drink some
bottled water
due to taste
preference.
Bendigo
Once 6
10,000L
town water months ago
occasionally
None
None
If dam not None
sufficient,
water may
be used for
stock
watering
and
gardening.
Good
Roof:
Colorbond
Not yet required.
None.
None
None
Town water imported as friend
had some left over from other
deliveries. Mostly in stock tank,
small volume also added into
the water tanks.
Usually dam used for gardening
and stock.
*Where volumes were uncertain or quoted in gallons, a visual estimate in litres or a conversion to litres from imperial gallons using a factor of approximately 4.546 has been made.
N/A = not applicable.
T2_Questionnaires_Rev0.xlsx
Page 8 of 8
Table 3: Analytical Tank Water Results
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Group
Ionic Species
Metals and
Metalloids
Primary Sample ID
T01
T02
T03
T04
T05
T06
T07
T08
T09
T10
T11
T12
T13
T14
T15
T16
T17
T18
T19
T20
Sample ID
T01
T02
T03
T04
T05
T06
T07
T08
T09
T10
T11
T12
T13
T14
T15
T16
T17
T18
T19
T20
Sample Date
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
Lab Report Number
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
460332
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
22
11
0.6
0.9
1
0.8
1
12
0.7
1.1
1.7
0.7
0.6
0.6
1.3
14
25
15
23
18
1.9
7.8
1.9
2
1.8
3
2.1
2.2
4.8
2
1.8
2.4
3.7
3.1
1.9
60
1.5
16
Analyte
Units
EQL
Potable Water Supply
Sulphate (as S)
mg/L
5
83#6
Calcium
mg/L
0.5
Chloride
mg/L
1
250#7
71
14
Fluoride
mg/L
0.5
1.5#3
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
Magnesium
mg/L
0.5
10
2.1
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
0.8
<0.5
<0.5
<0.5
0.7
<0.5
<0.5
<0.5
0.6
1.2
Potassium
mg/L
0.5
3.1
1.9
<0.5
1.1
0.6
<0.5
<0.5
1.7
<0.5
0.7
1
<0.5
<0.5
0.8
2.7
1.5
1.9
1.8
1.2
4.1
Sodium
mg/L
0.5
180#4
35
8
0.6
1
0.7
0.8
0.7
1.7
0.8
1.1
2
0.9
0.8
1
1.1
1.3
1.7
1.3
1.3
1.6
Antimony
mg/L
0.003*
0.003#3
<0.003
<0.003
<0.003
<0.003
<0.003
<0.005
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.005
<0.003
<0.003
<0.003
<0.003
Arsenic
mg/L
0.001
0.01#3
0.002
0.001
0.002
0.002
0.003
0.002
0.002
0.002
0.001
0.002
0.002
0.003
0.003
0.003
0.001
0.002
0.002
0.001
0.005
0.001
Barium
mg/L
0.02
2#3
0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
Beryllium
mg/L
0.001
0.06#3
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Cadmium
mg/L
0.0001
0.002#3
<0.0002
0.0003
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
Chromium (III+VI)
mg/L
0.001
0.05#2
<0.001
<0.001
<0.001
<0.001
0.001
<0.001
0.001
<0.001
0.007
<0.001
<0.001
<0.001
<0.001
0.01
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Cobalt
mg/L
0.001
0.0047#1
<0.001
<0.001
<0.001
<0.001
0.003
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Copper
mg/L
0.001
1#8
0.005
0.002
0.009
0.001
0.004
0.055
0.032
0.02
0.057
0.51
0.023
0.14
0.049
0.18
<0.001
0.002
0.001
0.015
0.011
0.005
Lead
mg/L
0.001
0.01#3
<0.001
0.003
0.001
<0.001
<0.001
0.002
0.001
<0.001
<0.001
0.008
0.003
0.006
0.006
0.001
0.002
<0.001
0.024
<0.001
<0.001
0.005
Manganese
mg/L
0.001
0.1#9
<0.005
0.006
0.005
0.09
0.03
0.014
0.016
<0.005
<0.005
0.014
0.01
0.015
0.014
0.03
0.13
<0.005
<0.005
0.005
<0.005
0.008
Mercury
mg/L
0.0001
0.001#3
0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
Molybdenum
mg/L
0.005
0.05#3
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Nickel
mg/L
0.001
0.02#3
<0.001
<0.001
<0.001
0.004
<0.001
<0.001
0.001
<0.001
<0.001
0.002
<0.001
<0.001
<0.001
<0.001
0.001
<0.001
<0.001
0.01
<0.001
<0.001
Selenium
mg/L
0.001
0.01#3
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Tin
mg/L
0.005
9.3#1
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Vanadium
mg/L
0.005
0.078#1
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Zinc
mg/L
0.001
3#5
0.67
2.4
2.5
0.51
0.14
0.094
0.16
0.24
7.2
0.28
0.59
0.1
0.095
0.77
7.8
0.54
0.04
1.3
0.1
1.4
Comments
#1 USEPA RSLs (Nov 2012 Update) - Tap Water
#2 NHMRC (2011) - Health. Guideline for Cr (VI) conservatively adopted for comparision to total chromium. Speciated analysis should be undertaken where guideline is exceeded.
#3 NHMRC (2011) - Health
#4 NHMRC (2011) - Aesthetic. Taste threshold. No health based value has been set
#5 NHMRC (2011) - Aesthetic. Taste threshold. No health based value has been derived (zinc is an essential element for humans).
#6 NHMRC (2011) - Aesthetic. Taste threshold. Converted from guideline for sulfate (as sulfate). Health based value is 170 mg/L
#7 NHMRC (2011) - Aesthetic. Taste threshold
#8 NHMRC (2011) - Aesthetic. Health based value is 2 mg/L
#9 NHMRC (2011) - Aesthetic. Health based value is 0.5 mg/L
* EQL value raised to 0.005 for limited samples. See Appendix D 'Raised Limit of Reporting' discussion for more information
T3_Water_Results_Potable_Use_Rev1.xlsm
Page 1 of 3
Table 3: Analytical Tank Water Results
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Group
Ionic Species
Metals and
Metalloids
T21
Primary Sample ID
T22
T23
T24
T25
T26
T27
T28
T29
T30
T31
T32
T33
T34
T35
T36
T37
T38
Sample ID
T21
QC02
QC03
T22
T23
T24
T25
T26
T27
T28
T29
T30
T31
T32
T33
T34
T35
T36
T37
T38
Sample Date
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
Lab Report Number
460332
460332
EM1510639 460332
460332
460332
460332
460332
460332
460332
460332
460701
460701
460701
460701
460701
460701
460701
460701
460701
<5
<5
1*
<5
<5
<5
<5
<5
<5
<5
<5
11
<5
<5
<5
<5
<5
<5
<5
<5
12
12
9
1
1.5
19
5.6
0.9
6.9
1
7.6
1
9.1
13
16
16
5
0.7
10
4.7
Analyte
Units
EQL
Potable Water Supply
Sulphate (as S)
mg/L
5
83#6
Calcium
mg/L
0.5
Chloride
mg/L
1
250#7
14
12
13
2.5
22
71
6
2.9
19
2.9
2.8
23
6
4.5
4.5
2.6
27
1.9
2.5
2.8
Fluoride
mg/L
0.1
1.5#3
<0.5
<0.5
0.3
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
Magnesium
mg/L
0.5
1.5
1.5
1
<0.5
1
10
0.8
<0.5
3.8
<0.5
0.6
<0.5
<0.5
0.7
0.6
<0.5
4
<0.5
<0.5
<0.5
Potassium
mg/L
0.5
1.3
1.1
1
1.4
3.7
2.9
<0.5
<0.5
1.4
1.5
2
1
2.3
2.2
2.8
2.2
1.1
<0.5
2
1.1
Sodium
mg/L
0.5
180#4
7
7.8
6
0.9
1.2
33
2.6
1
12
0.9
0.9
1.5
2.3
2.7
3
2.4
16
1.7
2.6
1.3
Antimony
mg/L
0.003*
0.003#3
<0.003
<0.003
<0.001
<0.005
<0.003
<0.003
<0.003
<0.005
<0.003
<0.003
<0.003
0.007
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
Arsenic
mg/L
0.001
0.01#3
0.002
<0.001
<0.001
0.002
0.002
0.002
<0.001
<0.001
0.001
<0.001
0.002
<0.001
<0.001
0.002
0.003
<0.001
<0.001
0.001
<0.001
0.001
Barium
mg/L
0.001
2#3
<0.02
<0.02
0.005
<0.02
<0.02
0.03
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
Beryllium
mg/L
0.001
0.06#3
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Cadmium
mg/L
0.0001
0.002#3
<0.0002
<0.0002
<0.0001
<0.0002
0.0004
0.0002
<0.0002
0.0007
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
Chromium (III+VI)
mg/L
0.001
0.05#2
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
0.003
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Cobalt
mg/L
0.001
0.0047#1
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Copper
mg/L
0.001
1#8
0.087
0.041
0.041
0.005
0.002
0.015
0.007
0.014
0.02
<0.001
0.047
0.14
<0.001
0.009
0.003
0.002
0.012
0.18
0.003
0.06
Lead
mg/L
0.001
0.01#3
<0.001
<0.001
<0.001
<0.001
0.003
<0.001
<0.001
0.004
<0.001
0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
0.005
<0.001
0.002
Manganese
mg/L
0.001
0.1#9
<0.005
<0.005
0.002
0.024
0.023
<0.005
0.005
<0.005
0.012
0.008
<0.005
0.026
<0.005
<0.005
<0.005
<0.005
<0.005
0.019
0.011
0.023
Mercury
mg/L
0.0001
0.001#3
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
Molybdenum
mg/L
0.001
0.05#3
<0.005
<0.005
<0.001
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Nickel
mg/L
0.001
0.02#3
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Selenium
mg/L
0.001
0.01#3
<0.001
<0.001
<0.01
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Tin
mg/L
0.001
9.3#1
<0.005
<0.005
<0.001
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Vanadium
mg/L
0.005
0.078#1
<0.005
<0.005
<0.01
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Zinc
mg/L
0.001
3#5
0.14
0.14
0.129
4.6
3.2
0.81
1.2
5.5
0.95
8.3
0.14
11
0.2
0.27
0.099
0.15
0.048
0.092
0.95
2.1
Comments
#1 USEPA RSLs (Nov 2012 Update) - Tap Water
#2 NHMRC (2011) - Health. Guideline for Cr (VI) conservatively adopted for comparision to total chromium. Speciated analysis should be undertaken where guideline is exceeded.
#3 NHMRC (2011) - Health
#4 NHMRC (2011) - Aesthetic. Taste threshold. No health based value has been set
#5 NHMRC (2011) - Aesthetic. Taste threshold. No health based value has been derived (zinc is an essential element for humans).
#6 NHMRC (2011) - Aesthetic. Taste threshold. Converted from guideline for sulfate (as sulfate). Health based value is 170 mg/L
#7 NHMRC (2011) - Aesthetic. Taste threshold
#8 NHMRC (2011) - Aesthetic. Health based value is 2 mg/L
#9 NHMRC (2011) - Aesthetic. Health based value is 0.5 mg/L
* EQL value raised to 0.005 for limited samples. See Appendix D 'Raised Limit of Reporting' discussion for more information
T3_Water_Results_Potable_Use_Rev1.xlsm
Page 2 of 3
Table 3: Analytical Tank Water Results
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Group
Ionic Species
Metals and
Metalloids
T39
Primary Sample ID
T40
T41
T42
T43
T44
T45
T46
T47
T48
T49
T50
T51
T52
T53
T54
Sample ID
T39
QC07
QC08
T40
T41
T42
T43
T44
T45
T46
T47
T48
T49
T50
T51
T52
T53
T54
Sample Date
4/06/2015
4/06/2015
4/06/2015
4/06/2015
4/06/2015
5/06/2015
5/06/2015
5/06/2015
5/06/2015
5/06/2015
5/06/2015
5/06/2015
5/06/2015
5/06/2015
5/06/2015
11/06/2015 18/06/2015
18/06/2015
Lab Report Number
460701
460701
EM1510722 460701
460701
460701
460701
460701
460701
460701
460701
460701
460701
460701
460701
461313
461945
461945
Analyte
Units
EQL
Potable Water Supply
Sulphate (as S)
mg/L
5
83#6
Calcium
mg/L
0.5
Chloride
mg/L
1
Fluoride
mg/L
0.1
Magnesium
mg/L
Potassium
mg/L
Sodium
mg/L
0.5
180#4
1.4
1.5
13
28
1.6
1.6
49
1
22
4
1.4
1.5
1.8
1.2
1.2
1.4
0.8
28
Antimony
mg/L
0.003*
0.003#3
<0.003
<0.003
0.003
<0.003
<0.005
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.003
<0.005
<0.003
<0.003
<0.003
Arsenic
mg/L
0.001
0.01#3
<0.001
0.001
0.004
0.002
0.002
0.003
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.002
0.006
<0.001
<0.001
Barium
mg/L
0.001
2#3
<0.02
<0.02
0.004
<0.02
<0.02
<0.02
0.03
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
<0.02
0.03
Beryllium
mg/L
0.001
0.06#3
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Cadmium
mg/L
0.0001
0.002#3
0.0002
<0.0002
0.0002
<0.0002
<0.0002
<0.0002
<0.0002
0.0026
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
0.0008
<0.0002
<0.0002
Chromium (III+VI)
mg/L
0.001
0.05#2
0.013
0.02
0.019
<0.001
0.001
<0.001
<0.001
<0.001
<0.001
0.002
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Cobalt
mg/L
0.001
0.0047#1
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
0.003
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Copper
mg/L
0.001
1#8
0.37
0.37
0.365
0.009
0.006
0.03
0.01
0.02
0.004
0.002
0.22
0.2
0.27
0.016
0.061
<0.001
0.048
0.039
Lead
mg/L
0.001
0.01#3
<0.001
<0.001
<0.001
0.001
0.002
0.006
<0.001
0.005
<0.001
<0.001
<0.001
<0.001
0.002
0.002
<0.001
0.006
0.029
0.002
Manganese
mg/L
0.001
0.1#9
<0.005
<0.005
0.001
<0.005
0.027
0.005
<0.005
0.022
<0.005
<0.005
<0.005
<0.005
0.01
0.008
<0.005
<0.005
<0.005
<0.005
Mercury
mg/L
0.0001
0.001#3
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
Molybdenum
mg/L
0.001
0.05#3
<0.005
<0.005
<0.001
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Nickel
mg/L
0.001
0.02#3
<0.001
<0.001
<0.001
0.002
0.001
<0.001
0.001
<0.001
<0.001
<0.001
0.001
0.002
<0.001
<0.001
<0.001
<0.001
<0.001
0.002
Selenium
mg/L
0.001
0.01#3
<0.001
<0.001
<0.01
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
Tin
mg/L
0.001
9.3#1
<0.005
<0.005
<0.001
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Vanadium
mg/L
0.005
0.078#1
<0.005
<0.005
<0.01
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
<0.005
Zinc
mg/L
0.001
3#5
0.12
0.13
0.108
0.65
1.9
1.8
0.15
13
0.17
0.088
0.34
0.58
0.24
2.4
0.18
1.7
0.13
0.065
<5
<5
0.33*
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
5.4
5.4
39
13
1.2
4.5
22
0.9
33
18
1
1.4
1.2
0.6
3.8
7.2
5
13
250#7
2.4
2.5
2
42
4
3.7
88
2.6
32
5.7
2.9
3.1
4
2.5
10
2.8
1.7
56
1.5#3
<0.5
<0.5
<0.1
<0.5
<0.5
<0.5
0.6
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
<0.5
0.5
<0.5
<0.5
3
6.6
0.6
<0.5
15
<0.5
5.5
0.9
0.6
0.5
0.7
<0.5
1.6
<0.5
<0.5
9
0.5
0.9
1.1
9
2.3
1.9
1.5
3.2
0.7
6.9
2.3
0.5
<0.5
1
<0.5
0.8
0.8
0.6
2.5
Comments
#1 USEPA RSLs (Nov 2012 Update) - Tap Water
#2 NHMRC (2011) - Health. Guideline for Cr (VI) conservatively adopted for comparision to total chromium. Speciated analysis should be undertaken where guideline is exceeded.
#3 NHMRC (2011) - Health
#4 NHMRC (2011) - Aesthetic. Taste threshold. No health based value has been set
#5 NHMRC (2011) - Aesthetic. Taste threshold. No health based value has been derived (zinc is an essential element for humans).
#6 NHMRC (2011) - Aesthetic. Taste threshold. Converted from guideline for sulfate (as sulfate). Health based value is 170 mg/L
#7 NHMRC (2011) - Aesthetic. Taste threshold
#8 NHMRC (2011) - Aesthetic. Health based value is 2 mg/L
#9 NHMRC (2011) - Aesthetic. Health based value is 0.5 mg/L
* EQL value raised to 0.005 for limited samples. See Appendix D 'Raised Limit of Reporting' discussion for more information
T3_Water_Results_Potable_Use_Rev1.xlsm
Page 3 of 3
Table 4: Statistical Summary of Water Results
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Group
Specific
Ionic
Species
Metals
and
Metalloids
Tank Statistics
(T01-T52 and T54^)
New Moon
Discharge Sample
Analyte
Units
LOR
Min
Max
Average
Median
NM
Sulphate (as S)
mg/L
5
<5
11
5.11
5
98
Calcium
mg/L
0.5
0.6
39
8.54
5
89
Chloride
mg/L
1
1.5
88
13.12
3.7
1800
Fluoride
mg/L
0.5
<0.5
0.6
0.50
0.5
0.9
Magnesium
mg/L
0.5
<0.5
15
1.83
0.5
220
Potassium
mg/L
0.5
<0.5
9
1.73
1.4
26
Sodium
mg/L
0.5
0.6
49
6.04
1.6
1100
Antimony
mg/L
<0.003
0.007
0.003
0.003
<0.003
Arsenic
mg/L
0.003
0.001
<0.001
0.006
0.002
0.002
3.01
Barium
mg/L
0.02
0.02
0.030
0.021
0.020
0.104
Beryllium
mg/L
0.001
<0.001
0.001
0.001
0.001
<0.001
Cadmium
mg/L
0.0002
<0.0002
0.0026
0.0003
0.0002
<0.0002
Chromium (III+VI)
mg/L
0.001
<0.001
0.020
0.002
0.001
0.001
Cobalt
mg/L
0.001
<0.001
0.003
0.001
0.001
0.002
Copper
mg/L
0.001
<0.001
0.510
0.057
0.015
<0.001
Lead
mg/L
0.001
<0.001
0.024
0.002
0.001
<0.001
Manganese
mg/L
0.005
<0.005
0.130
0.014
0.005
0.98
Mercury
mg/L
0.0001
<0.0001
0.0001
0.0001
0.0001
<0.0001
Molybdenum
mg/L
0.005
<0.005
0.005
0.005
0.005
<0.005
Nickel
mg/L
0.001
<0.001
0.010
0.001
0.001
0.002
Selenium
mg/L
0.001
<0.001
0.010
0.001
0.001
<0.01
Tin
mg/L
0.005
<0.005
0.005
0.005
0.005
<0.005
Vanadium
mg/L
0.005
<0.005
0.010
0.005
0.005
<0.01
Zinc
mg/L
0.001
0.04
13.000
1.699
0.540
0.017
#
^ Background tank (T53) analytical results have been excluded from the calculation of statistics in this table.
#
EQL value raised to 0.005 for limited samples. See Appendix D 'Raised Limit of Reporting' discussion for more information
Where duplicate or split samples reported higher concentrations than the primary samples, these concentrations were adopted for the statistical analysis.
T4_Stats_Summary_Waters_Rev1.xlsm
Page 1 of 1
Table 5: Analytical Soil Results (Standard MoE and HIL A)
Water Tank and Soil Sampling Report
Woodvale, Victoria
DELWP
M1113504
Group
Analyte
Soil Inorganic Moisture Content (dried @ 103°C)
Parameters Electrical conductivity
(Lab)
pH
Ionic Species
Metals and
Metalloids
Units
%
EQL
Surface Samples
SB08
SB10
Soil Bore ID
SB01
SB02
SB03
SB04
SB05
SB06
SB07
SB11
SB12
SB13
Sample ID
SB01_0.0-0.1
SB02_0.0-0.1
SB03_0.0-0.1
SB04_0.0-0.1
SB05_0.0-0.1
SB06_0.0-0.1
SB07_0.0-0.1
SB08_0.0-0.1
SB09_0.0-0.1
SB10_0.0-0.1
QC16
QC17
SB11_0.0-0.1
SB12_0.0-0.1
SB13_0.0-0.1
Sample Date
12/06/2015
2/06/2015
12/06/2015
12/06/2015
2/06/2015
2/06/2015
2/06/2015
2/06/2015
12/06/2015
12/06/2015
12/06/2015
12/06/2015
11/06/2015
12/06/2015
2/06/2015
Lab Report Number
461313
460332
461313
461313
460332
460332
460332
460332
461313
461313
461313
EM1510894 461313
461313
460332
SB09
NEPC 2013 - Maintenance
NEPC 2013 - Human Health
of Ecosystems - Urban
Setting 'A' - Residential
residential / public open
with garden access
space
0.1
6
7.8
15
8.4
3
6
2.5
3.4
9.1
9.1
8.3
8.3
7.5
10
1
22
23
110
86
35
26
14
93
23
28
20
62
38
50
19
pH_Units
0.1
5.5
5.9
6.1
5.9
5.8
6
6
4.5
5.8
5.6
6.2
4.5
5.9
6.2
5.9
Sulphate (as S)
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<3.33
<10
10
<10
Calcium
mg/kg
5
600
1700
2800
940
570
1000
920
<100
1400
700
530
490
760
790
1000
Chloride
mg/kg
5
<5
450
45
75
76
9.7
5.3
140
<5
<5
<5
<10
6.1
25
<5
Magnesium
mg/kg
5
690
1100
2600
1200
690
710
1000
880
770
510
480
375
1100
1000
500
Potassium
mg/kg
5
1200
2000
3200
1700
1200
1900
840
900
2000
1200
1200
838
1600
1500
1000
Sodium
mg/kg
100
170
530
310
310
140
<100
<100
120
130
130
120
40
290
370
<100
Antimony
mg/kg
10
31#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<5
<10
<10
<10
Arsenic
mg/kg
2
100#5
8.1
8.3
9.1
6.3
8.8
6.7
50
6.8
6.8
5.9
5.2
6
6.6
8
5.5
Barium
mg/kg
10
15000#4
49
120
110
62
72
53
58
29
39
28
22
30
51
67
33
Beryllium
mg/kg
2
60#5
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<1
<2
<2
<2
Cadmium
mg/kg
0.4
20#5
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<1
<0.4
<0.4
<0.4
Chromium (III+VI)
mg/kg
2
100#6
14
17
33
22
16
11
18
12
14
9.6
8.6
10
16
17
9.6
Cobalt
mg/kg
5
100#5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<2
<5
<5
<5
Copper
mg/kg
5
70#3
6000#5
5.5
8.8
<5
7.2
5.3
9.5
15
6.4
6.5
<5
<5
<5
<5
6.1
<5
Lead
mg/kg
5
1130#3
300#7
9.6
12
15
12
28
11
25
7.8
12
8.8
6.6
9
11
12
9.3
Manganese
mg/kg
5
3800#5
40
86
140
97
33
150
110
20
180
110
76
118
72
61
130
Mercury
mg/kg
0.1
40#5
<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
Molybdenum
mg/kg
10
Nickel
mg/kg
5
Selenium
mg/kg
Tin
µS/cm
100#1
200#2
5.4
390#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2
<10
<10
<10
400#5
<5
<5
<5
<5
<5
6.8
8.1
10
<5
<5
<5
44
<5
<5
<5
2
200#5
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<5
<2
<2
<2
mg/kg
10
47000#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<5
<10
<10
<10
Vanadium
mg/kg
5
Zinc
mg/kg
5
35#3
110#3
390#4
20
29
81
38
28
16
25
17
22
17
14
17
32
26
17
7400#5
6.7
23
10
11
8.6
17
58
19
15
20
15
20
7.7
9.2
8.3
Comments
#1 NEPC (2013) EIL - Urban Residential and Public Open Space. Value applies to aged arsenic (contamination present in soil for at least two years). For fresh contamination refer Schedule B7 of the NEPM.
#2 NEPC (2013) EIL - Urban Residential and Public Open Space. Value is for chromium III; no value has been published for chromium VI. Initial screening value applicable to all aged soils (see text).
#3 NEPC (2013) EIL - Urban Residential and Public Open Space. Initial screening value applicable to all aged soils. Derive site-specific value if contamination is fresh (<2 years) or if EIL exceeded.
#4 USEPA RSL (May 2013 update) - Residential.
#5 NEPC (2013) - HIL 'A'.
#6 NEPC (2013) - HIL 'A'. Conservatively assumes present as Chromium (VI). Refer Cr III and Cr VI results if speciated data are available.
#7 NEPC (2013) - HIL 'A'. Assumes 50% bioavailability. Consider site-specific bioavailability where appropriate.
T5_Soil_Results_MoE_HILA_Rev1.xlsm
Page 1 of 4
Table 5: Analytical Soil Results (Standard MoE and HIL A)
Water Tank and Soil Sampling Report
Woodvale, Victoria
DELWP
M1113504
Group
Analyte
Soil Inorganic Moisture Content (dried @ 103°C)
Parameters Electrical conductivity
(Lab)
pH
Ionic Species
Metals and
Metalloids
Units
%
EQL
Surface Samples
SB22
SB27
Soil Bore ID
SB14
SB15
SB16
SB17
SB18
SB19
SB20
SB21
SB23
SB24
SB25
SB26
Sample ID
SB14_0.0-0.1
SB15_0.0-0.1
SB16_0.0-0.1
SB17_0.0-0.1
SB18_0.0-0.1
SB19_0.0-0.1
SB20_0.0-0.1
SB21_0.0-0.1
SB22_0.0-0.1
SB23_0.0-0.1
SB24_0.0-0.1
SB25_0.0-0.1
SB26_0.0-0.1
SB27_0.0-0.1
QC19
QC20
Sample Date
4/06/2015
5/06/2015
12/06/2015
12/06/2015
12/06/2015
2/06/2015
3/06/2015
11/06/2015
11/06/2015
5/06/2015
3/06/2015
11/06/2015
11/06/2015
12/06/2015
12/06/2015
12/06/2015
Lab Report Number
460701
460701
461313
461313
461313
460332
460332
461313
461313
460701
460332
461313
461313
461313
461313
EM1510894
NEPC 2013 - Maintenance
NEPC 2013 - Human Health
of Ecosystems - Urban
Setting 'A' - Residential
residential / public open
with garden access
space
0.1
2.7
10
12
10
9.9
4.6
2.4
14
9.3
8.1
5.5
5.7
20
10
9.8
1
83
74
79
210
43
150
140
39
30
39
190
60
56
35
45
64
pH_Units
0.1
6.2
5.8
5.6
6.1
5.2
5.8
4.6
6
5.5
5.4
4.7
5.6
5.1
5.9
5.8
4.5
Sulphate (as S)
mg/kg
10
<10
15
<10
27
<10
<10
12
<10
<10
11
11
<10
<10
<10
<10
3.33
Calcium
mg/kg
5
900
730
2300
1100
780
450
520
1600
730
230
420
860
1200
570
690
734
Chloride
mg/kg
5
82
78
36
48
11
230
200
<5
5.3
39
220
22
9.6
<5
6.5
20
Magnesium
mg/kg
5
930
930
930
1100
860
1000
870
1100
970
640
960
1500
1900
810
970
834
Potassium
mg/kg
5
1400
1600
1600
2900
1800
1400
1100
2200
1400
1500
1400
1600
3000
1400
1600
1330
Sodium
mg/kg
100
210
280
180
130
170
260
210
240
170
140
200
190
260
110
120
37
Antimony
mg/kg
10
31#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<5
Arsenic
mg/kg
2
100#5
4.7
12
6.3
22
7.1
8.9
12
10
17
10
11
120
15
34
28
48
Barium
mg/kg
10
15000#4
24
53
52
45
31
100
81
42
39
45
53
43
57
39
37
60
Beryllium
mg/kg
2
60#5
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<1
Cadmium
mg/kg
0.4
20#5
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<1
Chromium (III+VI)
mg/kg
2
100#6
14
20
13
13
14
13
17
13
12
18
16
11
18
12
10
14
Cobalt
mg/kg
5
100#5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
5.1
<5
<5
<5
5
Copper
mg/kg
5
70#3
6000#5
5.4
9.4
9
8.4
5.8
<5
11
7.7
7.6
13
11
10
11
9.3
8.3
12
Lead
mg/kg
5
1130#3
Manganese
mg/kg
5
Mercury
mg/kg
Molybdenum
mg/kg
Nickel
mg/kg
5
Selenium
mg/kg
2
200#5
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
Tin
mg/kg
10
47000#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Vanadium
mg/kg
5
390#4
24
38
21
20
24
25
29
20
18
26
31
16
29
Zinc
mg/kg
5
7400#5
14
26
39
16
10
6.9
20
16
12
23
17
25
22
µS/cm
100#1
200#2
9.7
300#7
10
9.7
9.9
12
11
10
12
9.9
9.7
14
45
14
15
9.3
8.2
14
3800#5
75
93
47
210
85
17
31
170
93
12
23
150
170
90
89
135
0.1
40#5
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
0.3
0.1
<0.1
<0.1
<0.1
10
390#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2
400#5
<5
5.5
<5
6.6
<5
<5
<5
6.1
5.2
5.6
5.8
7.3
7.9
5.3
<5
44
<2
<2
<5
<10
<10
<5
16
13
22
17
16
22
35#3
110#3
Comments
#1 NEPC (2013) EIL - Urban Residential and Public Open Space. Value applies to aged arsenic (contamination present in soil for at least two years). For fresh contamination refer Schedule B7 of the NEPM.
#2 NEPC (2013) EIL - Urban Residential and Public Open Space. Value is for chromium III; no value has been published for chromium VI. Initial screening value applicable to all aged soils (see text).
#3 NEPC (2013) EIL - Urban Residential and Public Open Space. Initial screening value applicable to all aged soils. Derive site-specific value if contamination is fresh (<2 years) or if EIL exceeded.
#4 USEPA RSL (May 2013 update) - Residential.
#5 NEPC (2013) - HIL 'A'.
#6 NEPC (2013) - HIL 'A'. Conservatively assumes present as Chromium (VI). Refer Cr III and Cr VI results if speciated data are available.
#7 NEPC (2013) - HIL 'A'. Assumes 50% bioavailability. Consider site-specific bioavailability where appropriate.
T5_Soil_Results_MoE_HILA_Rev1.xlsm
Page 2 of 4
Table 5: Analytical Soil Results (Standard MoE and HIL A)
Water Tank and Soil Sampling Report
Woodvale, Victoria
DELWP
M1113504
Group
Analyte
Soil Inorganic Moisture Content (dried @ 103°C)
Parameters Electrical conductivity
(Lab)
pH
Ionic Species
Metals and
Metalloids
Units
%
EQL
Surface Samples
SB35
SB37
Soil Bore ID
SB28
SB29
SB30
SB31
SB32
SB33
SB34
SB38
SB39
SB40
Sample ID
SB28_0.0-0.1
SB29_0.0-0.1
SB30_0.0-0.1
SB31_0.0-0.1
SB32_0.0-0.1
SB33_0.0-0.1
SB34_0.0-0.1
SB35_0.0-0.1
SB36_0.0-0.1
SB37_0.0-0.1
QC04
QC05
SB38_0.0-0.1
SB39_0.0-0.1
SB40_0.0-0.1
Sample Date
5/06/2015
3/06/2015
3/06/2015
4/06/2015
3/06/2015
11/06/2015
11/06/2015
5/06/2015
5/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
3/06/2015
12/06/2015
Lab Report Number
460701
460332
460332
460701
460332
461313
461313
460701
460701
460332
460332
EM1510639 460332
460332
461313
SB36
NEPC 2013 - Maintenance
NEPC 2013 - Human Health
of Ecosystems - Urban
Setting 'A' - Residential
residential / public open
with garden access
space
0.1
11
4.8
2.8
3.4
8.8
12
4.8
13
20
6
6.4
6.3
8.7
3.2
1
110
140
830
61
97
49
110
540
92
82
62
89
100
130
41
pH_Units
0.1
6.1
5.2
4.9
5.9
5.7
5.4
7.7
6.2
6.1
5.6
4.9
4.6
5.6
5.4
6.2
Sulphate (as S)
mg/kg
10
<10
<10
28
<10
18
<10
<10
17
<10
12
<10
<16.6
13
<10
<10
Calcium
mg/kg
5
1000
1400
300
730
3300
920
2000
3300
1600
350
290
540
1700
1200
1200
Chloride
mg/kg
5
94
270
1400
56
84
12
57
330
76
19
14
20
27
120
6.3
Magnesium
mg/kg
5
1800
1200
1200
510
1100
1400
1300
1500
1800
700
660
720
770
850
800
Potassium
mg/kg
5
2000
2100
1100
900
1700
2200
2400
3600
2000
1400
1400
1550
1800
1600
1300
Sodium
mg/kg
100
280
260
780
170
180
210
320
310
410
110
<100
44
110
190
210
Antimony
mg/kg
10
31#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<5
<10
<10
<10
Arsenic
mg/kg
2
100#5
4.7
14
11
12
14
35
22
15
8.1
12
12
14
6.1
13
6.2
Barium
mg/kg
10
15000#4
58
62
46
44
87
72
91
110
73
45
46
60
83
58
33
Beryllium
mg/kg
2
60#5
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<1
<2
<2
<2
Cadmium
mg/kg
0.4
20#5
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<1
<0.4
<0.4
<0.4
Chromium (III+VI)
mg/kg
2
100#6
13
16
21
17
16
15
11
13
22
12
11
15
11
16
15
Cobalt
mg/kg
5
100#5
<5
<5
<5
<5
<5
5.7
5.8
<5
<5
<5
<5
5
<5
<5
<5
Copper
mg/kg
5
70#3
6000#5
9.3
12
12
8.7
12
11
8.4
11
5.6
9
8.9
10
11
6.3
5.5
Lead
mg/kg
5
1130#3
Manganese
mg/kg
5
Mercury
mg/kg
Molybdenum
mg/kg
Nickel
mg/kg
5
Selenium
mg/kg
Tin
µS/cm
100#1
200#2
9.5
300#7
10
15
17
12
11
16
10
13
12
13
16
17
11
11
10
3800#5
120
96
27
24
66
350
1100
720
140
200
170
216
540
86
110
0.1
40#5
<0.1
<0.1
0.2
<0.1
<0.1
0.1
0.3
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
0.3
<0.1
10
390#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<2
<10
<10
<10
400#5
6.3
7.3
<5
<5
5.3
7.8
8.2
8.8
<5
6.3
6.3
8
7.3
5.3
<5
2
200#5
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<5
<2
<2
<2
mg/kg
10
47000#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<5
<10
<10
<10
Vanadium
mg/kg
5
390#4
23
23
25
28
33
24
16
21
36
17
16
22
16
27
24
Zinc
mg/kg
5
7400#5
14
25
30
8.9
19
22
17
31
12
19
19
24
22
13
9.2
35#3
110#3
Comments
#1 NEPC (2013) EIL - Urban Residential and Public Open Space. Value applies to aged arsenic (contamination present in soil for at least two years). For fresh contamination refer Schedule B7 of the NEPM.
#2 NEPC (2013) EIL - Urban Residential and Public Open Space. Value is for chromium III; no value has been published for chromium VI. Initial screening value applicable to all aged soils (see text).
#3 NEPC (2013) EIL - Urban Residential and Public Open Space. Initial screening value applicable to all aged soils. Derive site-specific value if contamination is fresh (<2 years) or if EIL exceeded.
#4 USEPA RSL (May 2013 update) - Residential.
#5 NEPC (2013) - HIL 'A'.
#6 NEPC (2013) - HIL 'A'. Conservatively assumes present as Chromium (VI). Refer Cr III and Cr VI results if speciated data are available.
#7 NEPC (2013) - HIL 'A'. Assumes 50% bioavailability. Consider site-specific bioavailability where appropriate.
T5_Soil_Results_MoE_HILA_Rev1.xlsm
Page 3 of 4
Table 5: Analytical Soil Results (Standard MoE and HIL A)
Water Tank and Soil Sampling Report
Woodvale, Victoria
DELWP
M1113504
Group
Analyte
Soil Inorganic Moisture Content (dried @ 103°C)
Parameters Electrical conductivity
(Lab)
pH
Ionic Species
Metals and
Metalloids
Units
%
µS/cm
EQL
Deeper Samples
SB22
Soil Bore ID
SB04
SB13
SB08
SB09
SB19
SB28
SB32
SB33
SB37
Sample ID
SB04_0.4-0.5
SB13_0.4-0.5
SB08_0.3-0.4
SB09_0.4-0.5
SB19_0.3-0.4
SB22_0.4-0.5
SB28_0.4-0.5
SB32_0.4-0.5
SB33_0.4-0.5
SB37_0.4-0.5
Sample Date
12/06/2015
2/06/2015
2/06/2015
12/06/2015
2/06/2015
11/06/2015
5/06/2015
3/06/2015
11/06/2015
3/06/2015
Lab Report Number
461313
460332
460332
461313
460332
461313
460701
460332
461313
460332
NEPC 2013 - Maintenance
NEPC 2013 - Human Health
of Ecosystems - Urban
Setting 'A' - Residential
residential / public open
with garden access
space
0.1
10
6.1
8.6
9.4
10
14
6.9
9.7
12
7
1
240
14
290
61
230
190
90
370
120
17
pH_Units
0.1
7.6
6.5
5.1
7.1
5.5
6.6
6.1
5.5
7.1
5.7
Sulphate (as S)
mg/kg
10
24
<10
26
<10
17
23
14
59
36
<10
Calcium
mg/kg
5
590
800
<100
1200
<100
780
650
330
840
350
Chloride
mg/kg
5
130
67
460
60
510
97
110
520
64
98
Magnesium
mg/kg
5
2100
890
1200
1700
1800
4200
1300
1700
2300
990
Potassium
mg/kg
5
2100
1300
1100
2000
1700
3600
2000
1800
2700
1500
Sodium
mg/kg
100
780
<100
560
390
760
1200
380
710
610
120
Antimony
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Arsenic
mg/kg
2
100#5
4.6
5.9
4
5.6
11
5.2
5.7
12
6.8
5.9
Barium
mg/kg
10
15000#4
130
33
140
32
610
25
55
210
62
33
Beryllium
mg/kg
2
60#5
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
Cadmium
mg/kg
0.4
<0.4
Chromium (III+VI)
mg/kg
2
Cobalt
mg/kg
5
Copper
mg/kg
5
Lead
mg/kg
5
Manganese
mg/kg
Mercury
31#4
100#1
20#5
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
100#6
25
18
17
21
24
24
16
21
24
16
100#5
<5
<5
5.6
<5
<5
<5
<5
<5
6.8
<5
70#3
6000#5
6.7
7.1
11
10
<5
14
9.9
7.6
15
11
1130#3
300#7
9.8
9.8
8.5
12
10
14
14
12
14
11
5
3800#5
34
65
12
60
14
36
290
18
66
41
mg/kg
0.1
40#5
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
0.1
Molybdenum
mg/kg
10
Nickel
mg/kg
5
Selenium
mg/kg
Tin
200#2
390#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
400#5
7
6.1
8.5
5.8
<5
9.1
7.7
5.8
8.7
7.2
2
200#5
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
mg/kg
10
47000#4
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Vanadium
mg/kg
5
Zinc
mg/kg
5
35#3
110#3
390#4
31
24
20
33
38
36
24
39
35
21
7400#5
8.1
7.7
15
13
<5
17
15
6.9
16
16
Comments
#1 NEPC (2013) EIL - Urban Residential and Public Open Space. Value applies to aged arsenic (contamination present in soil for at least two years). For fresh contamination refer Schedule B7 of the NEPM.
#2 NEPC (2013) EIL - Urban Residential and Public Open Space. Value is for chromium III; no value has been published for chromium VI. Initial screening value applicable to all aged soils (see text).
#3 NEPC (2013) EIL - Urban Residential and Public Open Space. Initial screening value applicable to all aged soils. Derive site-specific value if contamination is fresh (<2 years) or if EIL exceeded.
#4 USEPA RSL (May 2013 update) - Residential.
#5 NEPC (2013) - HIL 'A'.
#6 NEPC (2013) - HIL 'A'. Conservatively assumes present as Chromium (VI). Refer Cr III and Cr VI results if speciated data are available.
#7 NEPC (2013) - HIL 'A'. Assumes 50% bioavailability. Consider site-specific bioavailability where appropriate.
T5_Soil_Results_MoE_HILA_Rev1.xlsm
Page 4 of 4
Table 6: Analytical Soil Results (Ecological Significant MoE)
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
SB08
Surface Samples
SB19
SB20
SB08
Deeper Samples
SB19
Sample ID
SB08_0.0-0.1
SB19_0.0-0.1
SB20_0.0-0.1
SB08_0.3-0.4
SB19_0.3-0.4
Sample Date
2/06/2015
2/06/2015
3/06/2015
2/06/2015
2/06/2015
Lab Report Number
460332
460332
460332
460332
460332
NEPC 2013 - Maintenance
of Ecosystems - Areas of
ecological significance
Group
Analyte
Units
Soil Inorganic
Parameters
(Lab)
Moisture Content (dried @ 103°C)
%
Electrical conductivity
µS/cm
pH
pH_Units
0.1
Sulphate (as S)
mg/kg
10
Calcium
mg/kg
100
Chloride
mg/kg
5
Magnesium
mg/kg
Potassium
mg/kg
Sodium
mg/kg
5
120
260
210
560
760
Antimony
mg/kg
10
<10
<10
<10
<10
<10
Arsenic
mg/kg
2
6.8
8.9
12
4
11
Barium
mg/kg
10
29
100
81
140
610
Beryllium
mg/kg
2
<2
<2
<2
<2
<2
Cadmium
mg/kg
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chromium (III+VI)
mg/kg
2
#3
12
13
17
17
24
Cobalt
mg/kg
5
<5
<5
<5
5.6
<5
Copper
mg/kg
5
#2
6.4
<5
11
11
<5
Ionic Species
Meals and
Metalloids
EQL
Location
0.1
3.4
4.6
2.4
8.6
10
1
93
150
140
290
230
4.5
5.8
4.6
5.1
5.5
<10
<10
12
26
17
<100
450
520
<100
<100
140
230
200
460
510
5
880
1000
870
1200
1800
5
900
1400
1100
1100
1700
#1
40
70
30
#2
Lead
mg/kg
5
7.8
10
12
8.5
10
Manganese
mg/kg
5
20
17
31
12
14
Mercury
mg/kg
0.1
<0.1
<0.1
<0.1
<0.1
<0.1
Molybdenum
mg/kg
10
<10
<10
<10
<10
<10
500
#2
Nickel
mg/kg
5
10
<5
<5
8.5
<5
Selenium
mg/kg
2
<2
<2
<2
<2
<2
Tin
mg/kg
10
<10
<10
<10
<10
<10
Vanadium
mg/kg
5
17
25
29
20
38
19
6.9
20
15
<5
Zinc
mg/kg
5
10
#2
55
Comments
#1 NEPC (2013) EIL - Areas of Ecological Significance. Value applies to aged arsenic (contamination present in soil for at least two years). For fresh contamination refer Schedule B7 of the NEPM.
#2 NEPC (2013) EIL - Areas of Ecological Significance. Initial screening value applicable to all aged soils (see text). Derive site-specific value if contamination is fresh (<2 years) or if EIL exceeded.
#3 NEPC (2013) EIL - Areas of Ecological Significance. Value is for chromium III; no value has been published for chromium VI. Initial screening value applicable to all aged soils (see text).
T6_Soil_Results MoE-significant only_Rev1.xlsm
Page 1 of 1
Table 7: Statistical Summary of Surface Soil and Pond Sediments Results
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Soil Bore Statistics
^
(SB01-SB40 )
Group
Metals
#
Pond 7 Statistics
Analyte
Units
LOR
Min
Max
Average
Median
Min
Max
Average
Median
Antimony
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
Arsenic
mg/kg
2
4.7
120
15
10
30
5200
873
545
Barium
mg/kg
10
24
120
59
55
49
360
157
145
Beryllium
mg/kg
2
<2
<2
<2
<2
<2
<2
<2
<2
Cadmium
mg/kg
0.4
<0.4
<1
<0.4
<0.4
0.4
0.6
0.4
0.4
Chromium (III+VI)
mg/kg
2
9.6
33
15.4
15
15
23
18
17
Cobalt
mg/kg
5
<5
5.8
5.0
5
<5
<5
<5
<5
Copper
mg/kg
5
<5
15
8
9
5
8.1
6
5
Lead
mg/kg
5
7.8
45
13.4
12
<5
14
10
10
Manganese
mg/kg
5
12
1100
154
97
120
1700
522
390
Mercury
mg/kg
0.1
<0.1
0.3
0.11
0.1
<0.1
<0.1
<0.1
<0.1
Molybdenum
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
Nickel
mg/kg
5
<5
44
8
5
<5
7.2
5
5
Selenium
mg/kg
2
<2
<5
<2.2
<2
<2
<2
<2
<2
Tin
mg/kg
10
<10
<10
<10
<10
<10
18
11
10
Vanadium
mg/kg
5
16
81
26
24
27
50
37
36
Zinc
mg/kg
5
6.7
58
18.2
17
<5
11
7
5
Where duplicate or split samples reported higher concentrations than the primary samples, these concentrations were adopted for the statistical analysis.
Where concentrations were report as below the LOR, 100% LOR of the value has been used to calculate the statistical summary.
^ Only surface soils were used to calculate the statistical summary. Deeper samples were excluded as these were collected to assess background conditions only.
# Surface sediment samples were collected from the WEPC Evaporation Pond 7 from a previous assessment.
12 samples from Pond 7 were used to calulate the statistical summary, all collected from surface sediments and not the underlying clay liner. These sediments ranged from 10mm to 100mm in thickness.
T7_Stats_Soils_Pond7Sediments_Rev1.xlsm
Page 1 of 1
Table 8a: Directional and Distance Summary Data - Soil Direction
Water Tank and Soil Sampling Report
Woodvale, Victoria
DELWP
M1113504
North West Quadrant
North East Quadrant
South East Quadrant
South West Quadrant
Analyte
Units
LOR
Min.
Max.
Ave.
Min.
Max.
Ave.
Min.
Max.
Ave.
Min.
Max.
Ave.
Antimony
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Arsenic
mg/kg
2
6
22
9
4.7
50
12
6.1
14
11
4.7
120
28
Barium
mg/kg
10
30
120
55
24
100
56
33
87
57
39
110
69
Beryllium
mg/kg
2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
Cadmium
mg/kg
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chromium (III+VI)
mg/kg
2
10
22
15
9.6
20
14
11
21
16
11
33
16
Cobalt
mg/kg
5
<5
<5
<5
<5
<5
<5
<5
<5
<5
<5
5.8
5
Copper
mg/kg
5
<5
8.8
6
<5
15
8
5.5
13
10
<5
12
9
Lead
mg/kg
5
9
12
11
7.8
28
13
10
45
16
9.7
16
13
Manganese
mg/kg
5
40
210
105
17
150
71
12
540
120
93
1100
299
Mercury
mg/kg
0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
0.3
0.1
<0.1
0.3
0
Molybdenum
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Nickel
mg/kg
5
<5
44
10
<5
10
6
<5
8
6
<5
44
10
Selenium
mg/kg
2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
<2
Tin
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Vanadium
mg/kg
5
17
38
25
16
38
24
16
33
26
16
81
28
Zinc
mg/kg
5
6.7
23
13
6.9
58
22
8.9
30
19
10
31
18
Where duplicate or split samples reported higher concentrations than the primary samples, these concentrations were adopted for the statistical analysis.
Where concentrations were report as below the LOR, 100% LOR of the value has been used to calculate the statistical summary.
Only surface soils were used to calculate the statistical summary. Deeper samples were excluded as these were collected to assess background conditions only.
Number of samples in each area: North West: 9 Samples, North East: 10 Samples, South East: 10 Samples, South West: 11 Samples
Table 1 of 4
Table 8b: Directional and Distance Summary Data - Soil Distance
Water Tank and Soil Sampling Report
Woodvale, Victoria
DELWP
M1113504
Analyte
Units
LOR
Min.
0-300 m
Max.
Ave.
Min.
300-600 m
Max.
Ave.
Min.
600+ m
Max.
Ave.
Antimony
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Arsenic
mg/kg
2
4.7
9.1
7.0
4.7
17
11
6.1
120
19
Barium
mg/kg
10
24
110
56
30
62
48
29
120
64
Beryllium
mg/kg
2
<2
<2
<2
<2
<2
<2
<2
<2
<2
Cadmium
mg/kg
0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
<0.4
Chromium (III+VI)
mg/kg
2
9.6
33
16
10
21
16
11
22
15
Cobalt
mg/kg
5
<5
<5
<5
<5
<5
<5
<5
5.8
5
Copper
mg/kg
5
<5
6.1
5.4
<5
13
10
5.3
15
9
Lead
mg/kg
5
9.3
15
11
9
17
12
7.8
45
14
Manganese
mg/kg
5
17
140
86
12
120
80
20
1100
196
Mercury
mg/kg
0.1
<0.1
<0.1
<0.1
<0.1
0.2
0.1
<0.1
0.3
0.1
Molybdenum
mg/kg
10
<10
<10
<10
<10
<10
<10
10
10
10
Nickel
mg/kg
5
<5
<5
<5
<5
44
11.3
<5
44
8
Selenium
mg/kg
2
<2
<2
<2
<2
<2
<2
<2
<2
<2
Tin
mg/kg
10
<10
<10
<10
<10
<10
<10
<10
<10
<10
Vanadium
mg/kg
5
17
81
32
17
38
24
16
38
24
Zinc
mg/kg
5
6.9
14
9
12
30
21
6.7
58
20
Where duplicate or split samples reported higher concentrations than the primary samples, these concentrations were adopted for the statistical analysis.
Where concentrations were report as below the LOR, 100% LOR of the value has been used to calculate the statistical summary.
Only surface soils were used to calculate the statistical summary. Deeper samples were excluded as these were collected to assess background conditions only.
Number of samples in each area: 0-300m: 8 Samples, 300-600m: 7 Samples, 600m+: 25 Samples
Table 2 of 4
Table 8c: Directional and Distance Summary Data - Water Direction
Water Tank and Soil Sampling Report
Woodvale, Victoria
DELWP
M1113504
North West Quadrant
North East Quadrant
South East Quadrant
South West Quadrant
Analyte
Units
EQL
Min.
Max.
Ave.
Min.
Max.
Ave.
Min.
Max.
Ave.
Min.
Max.
Ave.
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium (III+VI)
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
0.003*
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.001
0.0001
0.005
0.001
0.001
0.005
0.005
0.001
<0.003
<0.001
<0.02
<0.001
<0.0002
<0.001
<0.001
0.002
<0.001
<0.005
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.099
<0.003
0.003
0.03
<0.001
<0.0002
<0.001
<0.001
0.02
<0.001
0.012
<0.0001
<0.005
0.001
<0.001
<0.005
<0.005
1.2
<0.003
0.0015
0.02
<0.001
<0.0002
<0.001
<0.001
0.0085
<0.001
0.006
<0.0001
<0.005
0.001
<0.001
<0.005
<0.005
0.47
<0.003
<0.001
<0.02
<0.001
<0.0002
<0.001
<0.001
0.001
<0.001
<0.005
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.048
0.007
0.004
<0.02
<0.001
0.0002
0.02
0.003
0.51
0.008
0.09
<0.0001
0.005
0.004
<0.001
<0.005
<0.005
11
0.003
0.002
<0.02
<0.001
0.0002
0.003
0.001
0.123
0.002
0.016
<0.0001
0.005
0.001
<0.001
<0.005
<0.005
1.2
<0.003
<0.001
<0.02
<0.001
<0.0002
<0.001
<0.001
<0.001
<0.001
0.002
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.04
<0.005
0.005
0.03
<0.001
0.0007
0.003
<0.001
0.087
0.024
0.13
<0.0001
<0.005
0.01
<0.001
<0.005
<0.005
8.3
<0.003
0.002
0.02
<0.001
0.0002
0.001
<0.001
0.016
0.003
0.016
<0.0001
<0.005
0.002
<0.001
<0.005
<0.005
2.2
<0.003
<0.001
<0.02
<0.001
<0.0002
<0.001
<0.001
<0.001
0.001
<0.005
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.065
<0.003
0.006
0.03
<0.001
0.0026
<0.001
<0.001
0.14
0.006
0.022
0.0001
<0.005
0.002
<0.001
<0.005
<0.005
13
<0.003
0.002
0.02
<0.001
0.0005
<0.001
<0.001
0.033
0.004
0.009
0.0001
<0.005
0.001
<0.001
<0.005
<0.005
2.5
Where duplicate or split samples reported higher concentrations than the primary samples, these concentrations were adopted for the statistical analysis.
Where concentrations were report as below the LOR, 100% LOR of the value has been used to calculate the statistical summary.
Number of samples in each area: North West: 6 Samples, North East: 19 Samples, South East: 19 Samples, South West: 9 Samples
* EQL value raised to 0.005 for limited samples. See Appendix D 'Raised Limit of Reporting' discussion for more information
Table 3 of 4
Table 8d: Directional and Distance Summary Data - Water Distance
Water Tank and Soil Sampling Report
Woodvale, Victoria
DELWP
M1113504
0-300 m
300-600 m
600+ m
Analyte
Units
EQL
Min.
Max.
Ave.
Min.
Max.
Ave.
Min.
Max.
Ave.
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium (III+VI)
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
0.003*
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
0.005
0.001
0.001
0.005
0.005
0.001
<0.003
<0.001
<0.002
<0.001
<0.0002
<0.001
<0.001
0.002
<0.001
<0.005
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.095
<0.005
0.003
<0.002
<0.001
<0.0002
<0.001
<0.001
0.14
0.006
0.015
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.27
<0.003
0.002
<0.002
<0.001
<0.0002
<0.001
<0.001
0.038
0.002
0.008
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.152
<0.003
<0.001
<0.02
<0.001
<0.002
<0.001
<0.001
0.001
<0.001
<0.005
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.065
<0.005
0.006
0.03
0.001
0.0026
0.02
0.003
0.51
0.008
0.024
0.0001
0.005
0.002
<0.001
<0.005
<0.005
13
0.003
0.002
0.02
0.001
0.0004
0.002
0.001
0.101
0.003
0.011
0.0001
0.005
0.001
<0.001
<0.005
<0.005
1.9
<0.003
<0.001
<0.02
<0.001
<0.0002
<0.001
<0.001
0.001
<0.001
0.002
<0.0001
<0.005
<0.001
<0.001
<0.005
<0.005
0.04
0.007
0.005
0.03
<0.001
0.0007
0.01
0.003
0.27
0.024
0.13
<0.0001
<0.005
0.01
<0.001
<0.005
<0.005
11
0.003
0.002
0.021
<0.001
0.0002
0.002
0.001
0.037
0.002
0.017
<0.0001
<0.005
0.001
<0.001
<0.005
<0.005
1.9
Where duplicate or split samples reported higher concentrations than the primary samples, these concentrations were adopted for the statistical analysis.
Where concentrations were report as below the LOR, 100% LOR of the value has been used to calculate the statistical summary.
Number of samples in each area: 0-300m: 7 Samples, 300-600m: 16 Samples, 600m+: 30 Samples
* EQL value raised to 0.005 for limited samples. See Appendix D 'Raised Limit of Reporting' discussion for more information
Page 4 of 4
Appendix A: Site Lithology Summaries
Appendix A: Site Lithology Summaries
m11135_009_rtp_rev3
BOREHOLE NUMBER SB04
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
12/06/15
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
R.L. SURFACE
12/06/15
Senversa
DRILLING CONTRACTOR
EQUIPMENT
PROJECT NAME
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
BC
CHECKED BY
NOTES
SC
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Silty CLAY: Low plasticity. Orange brown, stiff silty clay with trace
rootlets and fine grained sand. Uniform, rounded sand.
HA
SB04_0.0 - 0.1
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
Red-brown with trace silt, extremely stiff.
SB04_0.4 - 0.5
0.5
SB04 terminated at 0.50 m bgl
Target depth reached
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB08
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
02/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
02/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
EC
CHECKED BY
NOTES
SC
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Clayey SAND: Orange-brown, fine grained clayey sand with trace silt.
Uniform, rounded sand.
D
HA
SB08_0.0 - 0.1
-
Increasing clay content.
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
SB08_0.3 - 0.4
SB08 terminated at 0.40 m bgl
Refusal.
0.5
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB09
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
12/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
12/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
BC
CHECKED BY
NOTES
CL-ML
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Silty CLAY: Medium plasticity. Pale orange-brown, very loose, soft.
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
M
HA
SB09_0.0 - 0.1
-
SB09_0.4 - 0.5
0.5
SB09 terminated at 0.50 m bgl
Target depth reached
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB13
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
02/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
02/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
EC
CHECKED BY
NOTES
SC
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Clayey SAND: Orange- red brown, fine grained clayey sand with trace
silt. uniform, rounded sand. <Gravel Surface>.
D
HA
SB13_0.0 - 0.1
-
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
Minor silt.
SB13_0.4 - 0.5
0.5
SB13 terminated at 0.50 m bgl
Target depth reached
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB19
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
02/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
02/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
EC
CHECKED BY
NOTES
SM
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Silty SAND: Orange red-brown, fine grained silty sand with minor clay,
soft-firm.
Dark orange-brown with trace rootlets, increasing clay. Stiff- very stiff.
D
HA
SB19_0.0 - 0.1
-
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
SB19_0.3 - 0.4
SB19 terminated at 0.40 m bgl
Refusal.
0.5
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB22
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
11/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
11/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
BC
CHECKED BY
NOTES
CL-ML
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Silty CLAY: Medium plasticity. Orange-brown, silty clay, stiff.
D
SB22_0.0 - 0.1
HA
High plasticity. Red-brown, increasing clay content. Very stiff.
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
M
-
SB22_0.4 - 0.5
0.5
SB22 terminated at 0.50 m bgl
Target depth reached
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB28
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
05/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
05/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
SG
CHECKED BY
NOTES
CLS
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Sandy CLAY: Dark Brown-orange, fine grained sandy clay with trace
organic matter and silt, Very stiff. Uniform, rounded sand.
SB28_0.0 - 0.1
Trace organic matter
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
D
CLS
-
SB28_0.4 - 0.5
0.5
SB28 terminated at 0.50 m bgl
Target depth reached
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB32
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
11/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
11/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
SG
CHECKED BY
NOTES
SM
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Silty SAND: Orange-brown, fine grained silty sand with trace clay.
Uniform, rounded sand.
D
HA
SB32_0.0 - 0.1
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
CL-ML
-
Silty CLAY: Low plasticity. Orange-brown, very stiff silty clay with trace
rootlets.
SB32_0.4 - 0.5
0.5
SB32 terminated at 0.50 m bgl
Target depth reached
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB33
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
11/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
11/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
BC
CHECKED BY
NOTES
CL-ML
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
Silty CLAY: Low plasticity. Pale orange-brown, silty clay, very loose.
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
D
HA
SB33_0.0 - 0.1
CL
-
CLAY: Low plasticity. Light brown, clay with minor silt.
SB33_0.4 - 0.5
0.5
SB33 terminated at 0.50 m bgl
Target depth reached
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
BOREHOLE NUMBER SB37
PAGE 1 OF 1
CLIENT
Department Environment, Land, Water and Planning
PROJECT NUMBER
DATE STARTED
M1113504
05/06/15
EQUIPMENT
HOLE SIZE
Tank Water and Soil Sampling Investigation
PROJECT LOCATION Woodvale, Victoria
COMPLETED
05/06/15
Senversa
DRILLING CONTRACTOR
PROJECT NAME
R.L. SURFACE
DATUM
RL Casing
Hand Auger
HOLE LOCATION (Easting, Northing)
90 mm diameter
LOGGED BY
SG
CHECKED BY
NOTES
Additional
Observations
PID (ppm)
Material Description
SAMPLING
Moisture
Depth
(m)
Classification
Symbol
FIELD MATERIAL DESCRIPTION
Graphic Log
Well
Details
Water
Core
Recovery (%)
Method
DRILLING
Sample
ID
& Interval (QA/QC)
SC-SM Clayey SAND: Orange-brown, fine grained clayey sand with minor
organic matter and rootlets, loose. Uniform, rounded sand.
D
SB37_0.0 - 0.1
QC04,QC05
Sandy CLAY: Dark Brown-orange, fine grained sandy clay with trace
silt, Very stiff. Uniform, rounded sand.
-
M
WELL M1113504_WOODVALEBASELINE.GPJ SENVERSA 3.00.GPJ 27/07/15
HA
CLS
SB37_0.4 - 0.5
0.5
SB37 terminated at 0.50 m bgl
Target depth reached
These logs have been prepared for environmental purposes and should not be used for geotechnical design and interpretive purposes
Appendix A: Lithology Summary (Shallow Bores Only)
Tank Water and Soil Sampling Investigation
Woodvale, Victoria
DELWP
M1113504
Sample ID /
Soil Bore
Location ID
Depth Range
(m)
Soil Description
Olfactory/Visual
Signs of Contamination
SB01_0.0-0.1
0.0-0.1
Orange-brown, silty clay with trace rootlets and gravels, moist.
None
SB02_0.0-0.1
0.0-0.1
Orange-pale brown, fine grained silty sand, dry. Uniform, rounded sand.
None
SB03_0.0-0.1
0.0-0.1
Brown, silty sand with trace clay and grass, rootlets.
None
SB05_0.0-0.1
0.0-0.1
Orange brown, fine grained silty sand with minor clay, dry, uniform, rounded sand.
None
SB06_0.0-0.1
0.0-0.1
Orange brown, fine grained silty sand, dry, uniform, rounded.
None
SB07_0.0-0.1
0.0-0.1
Orange-brown, soft silty sand.
None
SB10_0.0-0.1
0.0-0.1
Orange-brown, silty clay, soft, loose with trace rootlets. Undisturbed.
None
SB11_0.0-0.1
0.0-0.1
Orange brown, silty clay with minor rootlets moist.
None
SB12_0.0-0.1
0.0-0.1
Orange-brown, silty clay with minor rootlets, moist.
None
SB14_0.0-0.1
0.0-0.1
Orange, clayey silt with trace rootlets.
None
SB15_0.0-0.1
0.0-0.1
Orange-brown, soft silty clay with trace rootlets, moist, undisturbed.
None
SB16_0.0-0.1
0.0-0.1
Orange-brown, firm to stiff silty clay with trace rootlets, moist, undisturbed.
None
SB17_0.0-0.1
0.0-0.1
Orange-brown, silty clay with minor rootlets and gravels, moist.
None
SB18_0.0-0.1
0.0-0.1
Orange-brown, silty clay with minor rootlets and gravels, moist.
None
SB20_0.0-0.1
0.0-0.1
Orange-brown, silty clay with minor rootlets and trace sand. Dry.
None
SB21_0.0-0.1
0.0-0.1
Brown-red, silty clay with trace rootlets. Dry, no odour/stains.
None
SB23_0.0-0.1
0.0-0.1
Orange brown-red, silty clay with trace rootlets. Dry.
None
SB24_0.0-0.1
0.0-0.1
Orange-brown, silty clay with minor rootlets, dry.
None
SB25_0.0-0.1
0.0-0.1
Light orange brown, silty clay, dry.
None
SB26_0.0-0.1
0.0-0.1
Orange-brown, silty clay with minor rootlets, moist to wet.
None
SB27_0.0-0.1
0.0-0.1
Orange-brown, silty clay with minor rootlets, moist.
None
SB29_0.0-0.1
0.0-0.1
Pale orange-brown, clayey sand with minor silt, loose.
None
SB30_0.0-0.1
0.0-0.1
Pale orange brown, clayey sand, trace silt, comparted.
None
SB31_0.0-0.1
0.0-0.1
Pale yellow-brown, clayey sand with minor silt.
None
SB34_0.0-0.1
0.0-0.1
Light orange-brown, silty clay, dry, trace rootlets. No odour.
None
SB35_0.0-0.1
0.0-0.1
Brown, sandy clay with minor silt, organic matter
Organic odour
SB36_0.0-0.1
0.0-0.1
Pale brown- brown, silty sand with minor organic matter, dry.
None
SB38_0.0-0.1
0.0-0.1
Orange-brown, clayey sand with minor silt, loose aerated, with minor rootlets and organic matter.
None
SB39_0.0-0.1
0.0-0.1
Orange mottled red -brown, clayey sand with minor rootlets and small gravels.
None
SB40_0.0-0.1
0.0-0.1
Brown, fine grained silty sand with trace clay, grass and rootlets. Dry.
See lithological bore logs for soil desciptions on deeper boreholes
Shallow_soil_bores_Rev0.xlsx
None
Page 1 of 1
Appendix B: Equipment Calibration Certificates
Appendix B: Equipment Calibration Certificates
m11135_009_rtp_rev3
1960
M11135 Bendigo
6050000
YSI ProPlus
mV @
0
Calibration Successful:
Calibrated By:
Test Date:
Appendix C: Laboratory Certificates of Analysis
Appendix C: Laboratory Certificates of Analysis
m11135_009_rtp_rev3
()
Chain of Custody Documentation
s0nv0rsa
Senversa Pty Ltd
Ground Floor 51 Clarke Street
Southbank Vic 3006
Ph: 03 9606 0070 Fax: 03 9606 0074
Laboratory:
Address:
Contact:
Phone:
Job Number: fY'J I I J3S'0 Lf
Pur::hase Order:
Project Name: �SeJ1n-e.,
�d--1 ..S
SE=> 1 E.CProject Manager: B..e.tte. Ca �
Samoled Bv:
Email Report To:
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Sampler: I attest that proper field sampling procedures in accordance with Senversa standard procedures and/or project specifications
were used during the collection of these samples:
Method of Shi ment If a
Of:
Tine:
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of
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Comments: e.g. Highly contaminated sample;
hazardous materials present; trace LORs etc.
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Carrier I Reference #;
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- ��
�r
03 �Sbi �70
Page:
Sample Information
<l
Time:
,2. .' 11¢ p Ii)
Of:
Date:
Time:
Date:
Carrier I Reference #:
Date:
Time:
DatefTime;
Time:
Of;
Water Container Codes: P = Unpreserved Plastic; N = Nitric Acid (HN03) Preserved Plastic; ORC = Nitric Preserved ORC; SH = Sodium Hydroxide
( NaOH)/Cadmium (Cd) Preserved; s = Sodium Hydroxide Preserved Plastic: STH = Sodium thiosu�ate preserved plastic;
V = VOA Vial Hydochloric Acid (HCI) Preserved; VS = VOA Vial Su phunc P P-served; VSA = Sulphunc Preserved Amber Glass; H = HCI Preserved Plastic,
HS = HCI Preserved Speciation Bottle; SP = Sulphuric Preserved Plastic.
l
F = Fomialdehyde Freserved Glass; Z = Zmc Acetate Preserved Bottle; E = EDTA Preserved Bott es; ST= Slenle Bottle; UA = Unpreserved Amber Glass;
L=Lugors Iodine preserved wMe plastic bottle; SW= sulfurtc acid preserved w\de moulh glass jar
l
Compieted by:�
Cnecked by:
(3
C
SEN-TECH-018F_coc
.n
Chain of Custody Documentation
s0nv0rsa
Senveraa Pty Ltd
Ground Floor 61 Clarke Street
Southbank Vic 3006
Ph: 03 9606 0070 Fax: 03 9606 0074
JobNumber:
/!;,:uc.lJ� /'-1N�5
S (:, , fi;.C.
Prolect Manager
6c...
S�/th;p.
v
�oteNo:
Turn Around Time:
ALS: MEBQ/104114
of
P -fone/Moblle: 0 4-3 � 'f50 "f
.Sample ID
Matrix•
Date
-.i/DJ I.>
v
T'l-1
,'2-,-2-
.,...��
y,./
.,__(1,,/(')
!> lb/I::,
w-1
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°w"'
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,1..,A,
�
-r-,5r
-ri-C,
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w
w
IJM
P,rJ
.P,N
.Pfvf
f,,..;
AH
"t..l1...11s'
PH
.PM
-;i,(t,.,fl<
\IV
Time
PN
�Id,<
PH
t'M
:
Container lnfo,rmatlon
Type (Code
Total Bottles
AA
?,{<,,(,<
7:.{ 1,, I 1<"
¥'
22-..
P,r-J
'2-2....
L-
2
.{t
z�
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p, t--1
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_x:, � !><:
..x__P-< I><.
:
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0 N
Comments: e.g. Highly contamlnated sample;
hazardous materials present; trace LORs etc.
.:x::.
2-.
P."1
.p·"'
. p ·,...;
Analvsls Required
·,
14
Jt
...'""�'
1.... � t::. !��
'
1+fs HoUi:J _'S
....
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<j-..
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P-Jrchase :Order:
Page:
Email Report To:
Lab ID
-
o,w..-
f'Y)IJl.3W'7°
ProlectName:
Sampled Bv:
Laboratory:
�.-,.+,;,.> l��
Addren:
:i� t:.,· � 1::.wn yv�o�gh
"t
C�ntact: ·
,Y)lh� I Sample Log In
Phone:
r'J3 �b'f '5:070
2-
,
i
�:
Sampler: I attest that proper field sampllng procedures In accordance with Senversa standard procedures and/or project specifications
were used during the collection of these samples:
Rellnaulshed By:
Name/Signature: · �·- ·� l#�.,,J
Of:
. <,., -"1.-ocA
Name/Sianature: ·.· It'f
tI
Of:
�
fV\. "")
· �P
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vP,,,,re..
./
Date::
Time:
Date:
3fh/�
5bYV\
IJ /I. I1J
Sampler Name:5 6,
Method of Shipment llf applicable):
Carrier I Reference #:
Date/Time:
Carrier I Reference #:
Date/Time:
l Ill\
p II
�
'11 l/J'J..
..
/€£-.
!:::? -
Signature:
Received bv:
Name/Slonature:
Of:
Name/Sianature:
Of:
/
-
:r�u... �V�5""1.
c..� ..+
�-�,��
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Date:
"!>/bj/$"'
Date:
Time:
Date:
"Jib!IS
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t,,J l:,fI'>
Ti11e:
.-r\
.fz._ . 'I.>l?\--i
Time:
'�'�v'°,,....._
,·
Name/Signature:
I
Date:
Carrier I Reference#:
Name/Signature:
Date:
Of:
Ti11e:
Date/Time:
Of:
Time:
,Water Container Codes: P = Unpreserved Pl?Slic; N = Nitric Acid (HN03) Preserved Plastic; ORC = Nttric Preserved ORC; SH= Sodium Hydroxide (NaOH)/Cadmlum (Cd) Preserved; S = Sodium Hydroxide Preserved Plastic; STH = Sodium lhiosulfate preserved plastic;
..
-V" VOA Vial Hydochloric Acid (HCI) Presellled; VS • VOA Vial Sulphuric Preserved; VSA = Sulphuric Preserved Amber Glass; H = HCI Preserved Plastic; HS = HCI Preserved Speciation BotUe; SP= Sulphuric Preserved Plastic;
'f; = Fomialdehyde Preserved Glass; Z ='ZiooAoetlite Preserved Bol)le; E· = ::OTA Presetved Bottles; ST = Sterile Bottle; UA = Unpreserved Amber Glass; L=Lugol's Iodine preserved while plastic bo!Ue; SW= sulfuric acid preserved
wide mouth glass Jar
Completed by:�
Check d by:
�
f;C..
I)' If�
c:•
S E NTECH-018F
_coc
.r)
s0nv0rsa
Se�veraa Pty Ltd
Ground Floor 61 Clai1<e Street
Southbank Vic 3006
Ph: 03 9606 0070 Fax: 03 9606 0074
Job Number:
'
Mlle,S-otf
Prolect Name:
�S"-cl{nLl'·k-to·-ls 5afYJph'1 q
Samoled Bv: � / £ C......
Prolect Manaoer: &.J
Email Report To:
Lab ID
IL-
�S!e.N"l-G'1
Sample ID
<JJ..r,/,,_.D,0-0 .t
IS&c.o.o--o. I
�813-0·'f�·)
�&-:/-._() ,0--0 · I
e/1,l.f-/.....().0-0, f
�8oi-e.c -o .,
Si;,1e, -"-<?-0 ./
S1..iq_o.1>-o,1.J
SBo'o-0,0--0· I
�8'-o,3--u, �
551�-0.o-o . ,
l5JHq_a o,o. J
<A)J)-&.o-o, I
I��:+- ,.,.- ()�. I
, �A'"-O. iJ.-0 ("'
�83?-0.0-0· I
:Sg:i..'L():r>-0· J
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. S'�:z......o. l/-0.S-
Sample Information
s
s
s
5
.5
s
s
$
Date
.:::z I (,f/s::i./&/1.)
1/hll�
2--/b//S-·
�bl1S�lt,/JS-
2)�11<
1,/b//S-
<
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s
3/ldtS-
5
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Ub/tS-
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3j (.,/IS3 1,,(/S'
'::>/l,/1S-
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3}•/JS:3/J:,/JS-
s
�lhf1�
<;
s
s
P\Jrchase ,O rder:
:
�lb/!)
Ptfone/Moblle:
Time
'PH
h'IC:l ·J Sample Log In
�
·
Jay
.JlY
.PM·
.Jar
.fM
?1'1
PM
Pfi.1
vr,
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pM
f\/\-1
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Ar-1
AM
.DM
·';?,_,,
.PM
¥'1'1
i/
t
I
I
J:.;,v-
I
JtV
t
I
Jtv'
l
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(Jtu.,-
,.. JM"
rw
Sampler: I attest that proper neld sampling procedures In accordance with Senversa· standard procedures and/or project speclncatlons
were used during the collection of these samples:
Carrier I Reference #:
Date/Time:
Carrier I Reference #:
Date/Time:
·.
><
:
:'><.. � �
x ><
� ><::
..>c. �
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x
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<J::t.r'
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I
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'x' ><.._ .x..
.><... �
I
ld/
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:
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I
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Comments: e.g. Highly contaminated sample;
hazardous materials present; tr11ce LORs etc.
(1")
)<:
I
..)4...;"
J'i ] [},.!....
]
it
"'" ��J 1 l
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"ti 0. j
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-�l:
Total Bottles
O(Y'
/a,y
...
j-
J� '�
of
Analysis Required
<;]
J'�
er Information
Type/Code
::i.... ' �
..£)
ALS. M!l!l�l.04114-
4-8" IiOi.,trZ:.S
:,,-,
..?/'1
v.,v.r11 Uu,t-,;. / cwd�f..
�...,��,'!>
Ori....,,.. M
03
C:uote No:
Paae:
e
furr:>-f,n.S I""'�
2.-,;- t.;,..,
T..(rn Arou·nd Time:
+
Matrix•
Laboratory:
A:ldreas:
�ntact:
P"lone:
Chain of Custody Documentation
I
t
'><::"
><
� ..k:::;
>< x'
(
I
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Sampler Name:
........
S", I t.L
k
·�
�
�t;
�
x:.
Signature:
Ir <_:�
Date:
.S-
?, / b/ /
Date:
Time:
Date:
Time:
Ti"11e:
Date/Time:
Time:
. · ·Water Container Codes: P= Unprese,ved PlijStic;· N = Nitric Acid (HN03) Preserved Plastic; ORC.= Nlltic Preserved ORC.; SH= Sodium Hydroxide (NaOH)/Gadmlum (Cd) Preserved; S= SodJum Hydroxide Preserved Plastic; STH=Sodium thiosu l!ale preserved plastic;
V = VOA ·Vial Hydochloric Acid (HCI) Presetlled; VS P VOA Vial Sulphuric Praserved; VSA= Sulphuric Preserved-Amber Glass; H=HCI Preserved Plastic; HS=HCI Preserved Specialion Bottle; SP= Sulphuric Preserved Plastic;
f; = Formaldehyde Preserved Glass; Z=·Zinc Acetate Preserved Bottle; E =EDTA Prese'tved Bottles: ST= Sterile Botue; UA = Unpreserved Amber Glass; L=L ugol's iodine preserved white plastic bottle; SW=sulfuric acid preserved wide mouth glass jar
Completed by..,· ='--­
Checked by:
SEN-TECH-018F_coc
S(.;.
. r)
senversa
�,ns
Laboratory:
I�
n GtA,� ��
l.ddreu:
2-$ IC-< ·�on
Contact:
m.u--. � I Sample L og In
Fhone:
o:3 b'S''-'f' s-z:,qt:J
Senversa Ply Lid
Ground Floor 61 Clarke Street
Southbank Vic 3006
Ph: 03 9606 0070 Fax: 03 9606 0074
an......-
Job Number. M ll /8.f'
O'Y
Prolect Name:
Sampled By:
�It� Md�"!> ..5am.p hh�
54 , fz. L..
Profect Manaaer.
Emal! Report To:
Lab ID
&1 �
Ca�+
Sample ID
ivc..o I
(S2_/"§) 2-
&U? '-1
-
6)(..o(p
0{:-((l_./)r
SIJ 'lc-o o � c I
J�lh. - o·c -01
Chain of Custody Documentation
Sample Information
Matrix •
Date
2Jb/1C:
<",
3 /J..j/)
\N
Quote No:
ll(m Around Time:
:
Paae:
Pll'one/Moblle:
w
)./
Purchase Order:
;J,/J,,/l'r
3/1,;,J/.S-
Al:61 MEBElt111411+
l/16 11 OIA/2..)
. I./
Time
Type / Code
,J
l!d.
.P, 1V
AM
.PM
f'M
'LI
of
. ,.Jtv"
rv
-
nnatlon
Total Bottles
·,
7
I
I
If' � ,f�
!
'��
�t�
ni� ]t
,,
�.........
�
� jt
Cl.
"'
8.....
3"
j�
��
P<
.><
� _f
l'-..C
><
-
Comments: e . g . Highly contaminated sample;
hazardous m�terials present, trace LORs etc.
--i�
i <i' {N
�
- t'}i
,VJ.
< ' -' ::t !:
r\- b <t,, l'J
�
1�· �
j\'
:t-
Analysis Required
,."':::,
�
)J'
....
... �
'
�-
�
JJ'd
>'---
<-,.L
;
(
.5 .
,
:.;
...
Sampler: I attest that proper field sampling procedures In accordance wtth Senversa standard procedures and/or project specifications
were used during the collection of these samples:
Method of Shi ment If a
Tille:
D.:1te:
Time:
Of:
Date:
Carrier I Reference #:
Time:
Datemme:
Date:
Time:
Date:
Date:
Time:
Time:
Datemme:
·Water Contalnor Codos: P=Unpreserved Plastic; N = Nitric Add (HNO.} Preserved Plastic; ORC = Nitric Preserved ORC: SH= Sodium Hydroxide (NaOH)/Cadmlum (Cd) Preserved; S=Sodium Hydroxide Preserved Plastic; STH=Sodium thlosu�ate preserved plastic;
V = VOA Vial Hydochloric Acid (HCIJ PreserYed; VS • VOA Vial Sulphuric Praserved; VSA=Sulphuric Preserved Amber Glass; H=HCI Preserved Plastie; HS=HCI Preserved Spedation Bottle; SP=Sulphuric Preserved Plastic;
F = Fom\aldehyde Preserved Glass; Z = Zinc Acetate Preserved Botue; E=EDTA Prese·rved Botues: ST=Sterile Bottle; UA = Unpreserved Amber Glass; L=Lugors iodine preserved white plastic botue; SW = slAfuric add preserved wide mouth glass jar
Completed by:�
Checked by:
e,c...
D�M
_ _ I-·.
�
bo·�•.'�?-
SEN-TECH-018F_coc
EnviroSampleVIC
From:
Sent:
To:
Subject:
Belle Casement
Thursday, 4 June 2015 1:29 PM
EnviroSampleVIC
RE: M113504
Thanks Anthony.
Yes, please log in those two soils for the same of the other soil samples!
Sorry about leaving them off the CoC!
Cheer,.
Belle.
From: EnviroSampleVIC [mailto: EnviroSampleVic@eurofins.com.au]
Sent: Thursday, 4 June 2015 1:25 PM
To: Belle Casement
Subject: M1 13504
Hi Belle,
Please advise if the 2 extra samples listed on the attachment require testing.
Anthony
Enquiries VIC
Eurofins J mgt
2-5 Kingston Town Close
OAKLEIGH VIC 3166
AUSTRALIA
Fax
: +61 385645090
Email : EnviroSampleVic@eurofins.com.au
Website : environment.eurofins.com.au
Eurofins Arrives in New Zealand Contaminated Land Market - Click here for more information
To facilitate the use of ESdat's new LSPECS software, all ESdat files will now be accompanied by a Header
file.
Eurofins now supports ESdat Online! Produce Exceedances Tables, check QA and overlay on Google Maps - all
online, through a browser.
Try two Eurofins reports for free. Simply send an email indicating which two Eurofins reports you would like to trial
to info@esdat.net and cc your Eurofins contact.
You will receive a login and a link, it's that easy!
1
EnviroSampleVIC
From:
Sent:
To:
Subject:
Belle Casement
Thursday, 4 June 2015 2:36 PM
EnviroSampleVIC
RE: Mll3504
>
Hi Anthony,
Could you please include K and Ca on QC02?
Thanks
From: EnviroSampleVIC [mailto:EnviroSampleVic@eurofins.com.au]
Sent: Thursday, 4 June 2015 1:25 PM
To: Belle Casement
Subject: M 113504
Hi Belle,
Please advise if the 2 extra samples listed on the attachment require testing.
Anthony
Enquiries VIC
Eurofins I mgt
2-5 Kingston Town Close
OAKLEIGH VIC 3 1 66
AUSTRALIA
Fax
: +61 385645090
Email : EnviroSampleVic@eurofins.com.au
Website : environment.eurofins.com.au
Eurofins Arrives in New Zealand Contaminated Land Market - Click here for more information
To facilitate the use of ESdat's new LSPECS software, all ESdat files will now be accompanied by a Header
file.
Eurofins now supports ESdat Online! Produce Exceedances Tables, check QA and overlay on Google Maps - all
online, through a browser.
Try two Eurofins reports for free. Simply send an email indicating which two Eurofins reports you would like to trial
to info@esdat.net and cc your Eurofins contact.
You will receive a login and a link, it's that easy!
ESdat Online is a pay-per-lab report Software as a Service, produced by ESclS. com.au (no relation to
Eurofins ) Read more about it!
1
ABN – 50 005 085 521
e.mail : EnviroSales@eurofins.com.au
web : www.eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh Vic 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Sample Receipt Advice
Company name:
Senversa
Contact name:
Project name:
Project ID:
COC number:
Turn around time:
Date/Time received:
Eurofins | mgt reference:
Belle Casement
BASELINE METALS SAMPLING
M1113504
Not provided
2 Day
Jun 4, 2015 12:58 PM
460332
Sample information
☑
A detailed list of analytes logged into our LIMS, is included in the attached summary table.
☑
All samples have been received as described on the above COC.
☑
COC has been completed correctly.
☑
Attempt to chill was evident.
☑
Appropriately preserved sample containers have been used.
☑
All samples were received in good condition.
☑
Samples have been provided with adequate time to commence analysis in accordance with the
relevant holding times.
☑
Appropriate sample containers have been used.
☑
Sample containers for volatile analysis received with zero headspace.
☒
Some samples have been subcontracted.
N/A
Custody Seals intact (if used).
Contact notes
If you have any questions with respect to these samples please contact:
Onur Mehmet on Phone : (+61) (3) 8564 5026 or by e.mail: OnurMehmet@eurofins.com.au
Results will be delivered electronically via e.mail to Belle Casement -
Environmental Laboratory
Air Analysis
Water Analysis
Soil Contamination Analysis
NATA Accreditation
Stack Emission Sampling & Analysis
Trade Waste Sampling & Analysis
Groundwater Sampling & Analysis
38 Years of Environmental Analysis & Experience
ABN – 50 005 085 521
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
.
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
Order No.:
Report #:
Phone:
Fax:
Received:
Due:
Priority:
Contact Name:
460332
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
X
X
Vanadium
X
X
X
X
X
X
X
X
X
X
Tin
X
X
X
X
X
X
X
X
X
X
Sulphate (as S)
X
X
X
X
X
X
X
X
X
X
Sodium
X
X
X
X
X
X
X
X
X
X
Selenium
X
X
X
X
X
X
X
X
X
X
Potassium
X
X
X
X
X
X
X
X
X
X
pH (1:5 Aqueous extract)
X
X
X
X
X
X
X
X
X
X
Nickel
X
Molybdenum
Cobalt
X
Mercury
Chromium
X
Manganese
Chloride
X
Magnesium
Calcium
X
Lead
Cadmium
X
HOLD
Beryllium
X
Fluoride
Barium
X
Copper
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
Sample ID
Sample Date
Sampling
Matrix
Time
T01
Jun 02, 2015
Water
T02
Jun 02, 2015
Water
T03
Jun 02, 2015
Water
T04
Jun 02, 2015
Water
T05
Jun 02, 2015
Water
T06
Jun 02, 2015
Water
T07
Jun 02, 2015
Water
T08
Jun 02, 2015
Water
T09
Jun 02, 2015
Water
Conductivity (1:5 aqueous extract at
25°C)
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LAB ID
M15-Jn04505
M15-Jn04506
M15-Jn04507
M15-Jn04508
M15-Jn04509
M15-Jn04510
M15-Jn04511
M15-Jn04512
M15-Jn04513
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
X
X
X
Vanadium
X
X
X
X
X
X
X
X
X
X
X
Tin
X
X
X
X
X
X
X
X
X
X
X
Sulphate (as S)
X
X
X
X
X
X
X
X
X
X
X
Sodium
X
X
X
X
X
X
X
X
X
X
X
Selenium
X
X
X
X
X
X
X
X
X
X
X
Potassium
X
X
X
X
X
X
X
X
X
X
X
pH (1:5 Aqueous extract)
M15-Jn04514
M15-Jn04515
M15-Jn04516
M15-Jn04517
M15-Jn04518
M15-Jn04519
M15-Jn04520
M15-Jn04521
M15-Jn04522
M15-Jn04523
X
Nickel
X
Molybdenum
Cobalt
X
Mercury
Chromium
X
Manganese
Chloride
X
Magnesium
Calcium
X
Lead
Cadmium
X
HOLD
Beryllium
X
Fluoride
Barium
X
Copper
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
T10
Jun 02, 2015
Water
T11
Jun 02, 2015
Water
T12
Jun 02, 2015
Water
T13
Jun 02, 2015
Water
T14
Jun 02, 2015
Water
T15
Jun 03, 2015
Water
T16
Jun 03, 2015
Water
T17
Jun 03, 2015
Water
T18
Jun 03, 2015
Water
T19
Jun 03, 2015
Water
Conductivity (1:5 aqueous extract at
25°C)
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
X
X
X
Vanadium
X
X
X
X
X
X
X
X
X
X
X
Tin
X
X
X
X
X
X
X
X
X
X
X
Sulphate (as S)
X
X
X
X
X
X
X
X
X
X
X
Sodium
X
X
X
X
X
X
X
X
X
X
X
Selenium
X
X
X
X
X
X
X
X
X
X
X
Potassium
X
X
X
X
X
X
X
X
X
X
X
pH (1:5 Aqueous extract)
M15-Jn04524
M15-Jn04525
M15-Jn04526
M15-Jn04527
M15-Jn04528
M15-Jn04529
M15-Jn04530
M15-Jn04531
M15-Jn04532
M15-Jn04533
X
Nickel
X
Molybdenum
Cobalt
X
Mercury
Chromium
X
Manganese
Chloride
X
Magnesium
Calcium
X
Lead
Cadmium
X
HOLD
Beryllium
X
Fluoride
Barium
X
Copper
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
T20
Jun 03, 2015
Water
T21
Jun 03, 2015
Water
T22
Jun 03, 2015
Water
T23
Jun 03, 2015
Water
T24
Jun 03, 2015
Water
T25
Jun 03, 2015
Water
T26
Jun 03, 2015
Water
T27
Jun 03, 2015
Water
T28
Jun 03, 2015
Water
T29
Jun 03, 2015
Water
Conductivity (1:5 aqueous extract at
25°C)
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
X
X
Vanadium
M15-Jn04534
M15-Jn04535
M15-Jn04536
M15-Jn04537
M15-Jn04538
M15-Jn04539
M15-Jn04540
M15-Jn04541
M15-Jn04542
M15-Jn04543
Tin
X
Sulphate (as S)
Fluoride
X
Sodium
Copper
X
Selenium
Conductivity (1:5 aqueous extract at
25°C)
X
Potassium
Cobalt
X
pH (1:5 Aqueous extract)
Chromium
X
Nickel
Chloride
X
Molybdenum
Calcium
X
Mercury
Cadmium
X
Manganese
Beryllium
X
Magnesium
Barium
X
Lead
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
SB06_0.0-0.1 Jun 02, 2015
Soil
SB05_0.0-0.1 Jun 02, 2015
Soil
SB13_0.4-0.5 Jun 02, 2015
Soil
SB07_0.0-0.1 Jun 02, 2015
Soil
SB02_0.0-0.1 Jun 02, 2015
Soil
SB19_0.0-0.1 Jun 02, 2015
Soil
SB19_0.3-0.4 Jun 02, 2015
Soil
SB08_0.0-0.1 Jun 02, 2015
Soil
SB08_0.3-0.4 Jun 02, 2015
Soil
SB13_0.0-0.1 Jun 02, 2015
Soil
HOLD
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
Vanadium
M15-Jn04544
M15-Jn04545
M15-Jn04546
M15-Jn04547
M15-Jn04548
M15-Jn04549
M15-Jn04550
M15-Jn04551
M15-Jn04552
M15-Jn04553
Tin
X
Sulphate (as S)
Fluoride
X
Sodium
Copper
X
Selenium
Conductivity (1:5 aqueous extract at
25°C)
X
Potassium
Cobalt
X
pH (1:5 Aqueous extract)
Chromium
X
Nickel
Chloride
X
Molybdenum
Calcium
X
Mercury
Cadmium
X
Manganese
Beryllium
X
Magnesium
Barium
X
Lead
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
SB39_0.0-0.1 Jun 03, 2015
Soil
SB38_0.0-0.1 Jun 03, 2015
Soil
SB37_0.0-0.1 Jun 03, 2015
Soil
SB37_0.4-0.5 Jun 03, 2015
Soil
SB30_0.0-0.1 Jun 03, 2015
Soil
SB29_0.0-0.1 Jun 03, 2015
Soil
SB32_0.0-0.1 Jun 03, 2015
Soil
SB32_0.4-0.5 Jun 03, 2015
Soil
QC01
Jun 02, 2015
Water
QC02
Jun 03, 2015
Water
HOLD
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Moisture Set
X
X
X
X
Zinc
X
Vanadium
M15-Jn04554
M15-Jn04555
M15-Jn04556
M15-Jn04557
M15-Jn04558
Tin
X
Sulphate (as S)
Fluoride
X
Sodium
Copper
X
Selenium
Conductivity (1:5 aqueous extract at
25°C)
X
Potassium
Cobalt
X
pH (1:5 Aqueous extract)
Chromium
X
Nickel
Chloride
X
Molybdenum
Calcium
X
Mercury
Cadmium
X
Manganese
Beryllium
X
Magnesium
Barium
X
Lead
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
qc04
Jun 03, 2015
Soil
QC06
Jun 02, 2015
Water
SB20_0.0-0.1 Jun 03, 2015
Soil
SB24_0.0-0.1 Jun 03, 2015
Soil
SB41_0.0-0.1 Jun 03, 2015
Soil
HOLD
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Certificate of Analysis
NATA Accredited
Accreditation Number 1261
Site Number 1254
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Attention:
Belle Casement
Report
Project name
Project ID
Received Date
460332-W-V22
BASELINE METALS SAMPLING
M1113504
Jun 04, 2015
Client Sample ID
Sample Matrix
T01
Water
T02
Water
T03
Water
T04
Water
Eurofins | mgt Sample No.
M15-Jn04505
M15-Jn04506
M15-Jn04507
M15-Jn04508
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Date Sampled
Test/Reference
LOR
Unit
Chloride
Fluoride
Sulphate (as S)
Heavy Metals
1
0.5
5
mg/L
mg/L
mg/L
71
< 0.5
<5
14
< 0.5
<5
1.9
< 0.5
<5
7.8
< 0.5
<5
0.003
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
0.005
0.001
0.001
0.005
0.005
0.001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.003
0.002
0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.005
< 0.001
< 0.005
0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.67
< 0.003
0.001
< 0.02
< 0.001
0.0003
< 0.001
< 0.001
0.002
0.003
0.006
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
2.4
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.009
0.001
0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
2.5
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.001
< 0.001
0.090
< 0.0001
< 0.005
0.004
< 0.001
< 0.005
< 0.005
0.51
0.5
0.5
0.5
0.5
mg/L
mg/L
mg/L
mg/L
22
10
3.1
35
11
2.1
1.9
8.0
0.6
< 0.5
< 0.5
0.6
0.9
< 0.5
1.1
1.0
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
First Reported: Jun 10, 2015
Date Reported: Jul 08, 2015
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 1 of 8
Report Number: 460332-W-V22
Client Sample ID
Sample Matrix
T05
Water
T06
Water
T07
Water
T08
Water
Eurofins | mgt Sample No.
M15-Jn04509
M15-Jn04510
M15-Jn04511
M15-Jn04512
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Date Sampled
Test/Reference
LOR
Unit
Chloride
Fluoride
Sulphate (as S)
Heavy Metals
1
0.5
5
mg/L
mg/L
mg/L
1.9
< 0.5
<5
2.0
< 0.5
<5
1.8
< 0.5
<5
3.0
< 0.5
<5
0.003
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
0.005
0.001
0.001
0.005
0.005
0.001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.003
0.003
< 0.02
< 0.001
< 0.0002
0.001
0.003
0.004
< 0.001
0.030
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.14
< 0.005
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.055
0.002
0.014
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.094
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
0.001
< 0.001
0.032
0.001
0.016
< 0.0001
< 0.005
0.001
< 0.001
< 0.005
< 0.005
0.16
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.020
< 0.001
< 0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.24
0.5
0.5
0.5
0.5
mg/L
mg/L
mg/L
mg/L
1.0
< 0.5
0.6
0.7
0.8
< 0.5
< 0.5
0.8
1.0
< 0.5
< 0.5
0.7
12
< 0.5
1.7
1.7
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
Client Sample ID
Sample Matrix
T09
Water
T10
Water
T11
Water
T12
Water
Eurofins | mgt Sample No.
M15-Jn04513
M15-Jn04514
M15-Jn04515
M15-Jn04516
Date Sampled
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Test/Reference
LOR
Unit
Chloride
Fluoride
Sulphate (as S)
Heavy Metals
1
0.5
5
mg/L
mg/L
mg/L
2.1
< 0.5
<5
2.2
< 0.5
<5
4.8
< 0.5
<5
2.0
< 0.5
<5
0.003
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.003
0.001
< 0.02
< 0.001
< 0.0002
0.007
< 0.001
0.057
< 0.001
< 0.005
< 0.0001
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.51
0.008
0.014
< 0.0001
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.023
0.003
0.010
< 0.0001
< 0.003
0.003
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.14
0.006
0.015
< 0.0001
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
First Reported: Jun 10, 2015
Date Reported: Jul 08, 2015
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 2 of 8
Report Number: 460332-W-V22
Client Sample ID
Sample Matrix
T09
Water
T10
Water
T11
Water
T12
Water
Eurofins | mgt Sample No.
M15-Jn04513
M15-Jn04514
M15-Jn04515
M15-Jn04516
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Date Sampled
Test/Reference
Heavy Metals
LOR
Unit
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
0.005
0.001
0.001
0.005
0.005
0.001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
7.2
< 0.005
0.002
< 0.001
< 0.005
< 0.005
0.28
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.59
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.10
0.5
0.5
0.5
0.5
mg/L
mg/L
mg/L
mg/L
0.7
< 0.5
< 0.5
0.8
1.1
< 0.5
0.7
1.1
1.7
0.8
1.0
2.0
0.7
< 0.5
< 0.5
0.9
Calcium
Magnesium
Potassium
Sodium
Client Sample ID
Sample Matrix
T13
Water
T14
Water
T15
Water
T16
Water
Eurofins | mgt Sample No.
M15-Jn04517
M15-Jn04518
M15-Jn04519
M15-Jn04520
Date Sampled
Jun 02, 2015
Jun 02, 2015
Jun 03, 2015
Jun 03, 2015
Test/Reference
LOR
Unit
Chloride
Fluoride
Sulphate (as S)
Heavy Metals
1
0.5
5
mg/L
mg/L
mg/L
1.8
< 0.5
<5
2.4
< 0.5
<5
3.7
< 0.5
<5
3.1
< 0.5
<5
0.003
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
0.005
0.001
0.001
0.005
0.005
0.001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.003
0.003
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.049
0.006
0.014
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.095
< 0.003
0.003
< 0.02
< 0.001
< 0.0002
0.010
< 0.001
0.18
0.001
0.030
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.77
< 0.003
0.001
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
< 0.001
0.002
0.13
< 0.0001
< 0.005
0.001
< 0.001
< 0.005
< 0.005
7.8
< 0.005
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.002
< 0.001
< 0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.54
0.5
0.5
0.5
0.5
mg/L
mg/L
mg/L
mg/L
0.6
< 0.5
< 0.5
0.8
0.6
< 0.5
0.8
1.0
1.3
0.7
2.7
1.1
14
< 0.5
1.5
1.3
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
First Reported: Jun 10, 2015
Date Reported: Jul 08, 2015
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 3 of 8
Report Number: 460332-W-V22
Client Sample ID
Sample Matrix
T17
Water
T18
Water
T19
Water
T20
Water
Eurofins | mgt Sample No.
M15-Jn04521
M15-Jn04522
M15-Jn04523
M15-Jn04524
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Date Sampled
Test/Reference
LOR
Unit
Chloride
Fluoride
Sulphate (as S)
Heavy Metals
1
0.5
5
mg/L
mg/L
mg/L
1.9
< 0.5
<5
60
< 0.5
<5
1.5
< 0.5
<5
16
< 0.5
<5
0.003
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
0.005
0.001
0.001
0.005
0.005
0.001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.001
0.024
< 0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.040
< 0.003
0.001
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.015
< 0.001
0.005
< 0.0001
< 0.005
0.010
< 0.001
< 0.005
< 0.005
1.3
< 0.003
0.005
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.011
< 0.001
< 0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.10
< 0.003
0.001
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.005
0.005
0.008
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
1.4
0.5
0.5
0.5
0.5
mg/L
mg/L
mg/L
mg/L
25
< 0.5
1.9
1.7
15
< 0.5
1.8
1.3
23
0.6
1.2
1.3
18
1.2
4.1
1.6
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
Client Sample ID
Sample Matrix
T21
Water
T22
Water
T23
Water
T24
Water
Eurofins | mgt Sample No.
M15-Jn04525
M15-Jn04526
M15-Jn04527
M15-Jn04528
Date Sampled
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Test/Reference
LOR
Unit
Chloride
Fluoride
Sulphate (as S)
Heavy Metals
1
0.5
5
mg/L
mg/L
mg/L
14
< 0.5
<5
2.5
< 0.5
<5
22
< 0.5
<5
71
< 0.5
<5
0.003
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.087
< 0.001
< 0.005
< 0.0001
< 0.005
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.005
< 0.001
0.024
< 0.0001
< 0.003
0.002
< 0.02
< 0.001
0.0004
< 0.001
< 0.001
0.002
0.003
0.023
< 0.0001
< 0.003
0.002
0.03
< 0.001
0.0002
< 0.001
< 0.001
0.015
< 0.001
< 0.005
< 0.0001
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
First Reported: Jun 10, 2015
Date Reported: Jul 08, 2015
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 4 of 8
Report Number: 460332-W-V22
Client Sample ID
Sample Matrix
T21
Water
T22
Water
T23
Water
T24
Water
Eurofins | mgt Sample No.
M15-Jn04525
M15-Jn04526
M15-Jn04527
M15-Jn04528
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Date Sampled
Test/Reference
Heavy Metals
LOR
Unit
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
0.005
0.001
0.001
0.005
0.005
0.001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.14
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
4.6
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
3.2
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.81
0.5
0.5
0.5
0.5
mg/L
mg/L
mg/L
mg/L
12
1.5
1.3
7.0
1.0
< 0.5
1.4
0.9
1.5
1.0
3.7
1.2
19
10
2.9
33
Calcium
Magnesium
Potassium
Sodium
Client Sample ID
Sample Matrix
T25
Water
T26
Water
T27
Water
T28
Water
Eurofins | mgt Sample No.
M15-Jn04529
M15-Jn04530
M15-Jn04531
M15-Jn04532
Date Sampled
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Test/Reference
LOR
Unit
Chloride
Fluoride
Sulphate (as S)
Heavy Metals
1
0.5
5
mg/L
mg/L
mg/L
6.0
< 0.5
<5
2.9
< 0.5
<5
19
< 0.5
<5
2.9
< 0.5
<5
0.003
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
0.005
0.001
0.001
0.005
0.005
0.001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.003
< 0.001
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.007
< 0.001
0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
1.2
< 0.005
< 0.001
< 0.02
< 0.001
0.0007
< 0.001
< 0.001
0.014
0.004
< 0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
5.5
< 0.003
0.001
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.020
< 0.001
0.012
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.95
< 0.003
< 0.001
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
< 0.001
0.001
0.008
< 0.0001
< 0.005
0.001
< 0.001
< 0.005
< 0.005
8.3
0.5
0.5
0.5
0.5
mg/L
mg/L
mg/L
mg/L
5.6
0.8
< 0.5
2.6
0.9
< 0.5
< 0.5
1.0
6.9
3.8
1.4
12
1.0
< 0.5
1.5
0.9
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
First Reported: Jun 10, 2015
Date Reported: Jul 08, 2015
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 5 of 8
Report Number: 460332-W-V22
Client Sample ID
Sample Matrix
T29
Water
QC01
Water
QC02
Water
QC06
Water
Eurofins | mgt Sample No.
M15-Jn04533
M15-Jn04552
M15-Jn04553
M15-Jn04555
Jun 03, 2015
Jun 02, 2015
Jun 03, 2015
Jun 02, 2015
Date Sampled
Test/Reference
LOR
Unit
Chloride
Fluoride
Sulphate (as S)
Heavy Metals
1
0.5
5
mg/L
mg/L
mg/L
2.8
< 0.5
<5
-
12
< 0.5
<5
-
0.003
0.001
0.02
0.001
0.0002
0.001
0.001
0.001
0.001
0.005
0.0001
0.005
0.001
0.001
0.005
0.005
0.001
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
< 0.003
0.002
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.047
< 0.001
< 0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.14
< 0.001
< 0.0002
< 0.001
< 0.001
< 0.001
< 0.001
0.024
< 0.003
< 0.001
< 0.02
< 0.001
< 0.0002
< 0.001
< 0.001
0.041
< 0.001
< 0.005
< 0.0001
< 0.005
< 0.001
< 0.001
< 0.005
< 0.005
0.14
< 0.001
< 0.0002
< 0.001
< 0.001
< 0.001
< 0.001
0.016
0.5
0.5
0.5
0.5
mg/L
mg/L
mg/L
mg/L
7.6
0.6
2.0
0.9
-
12
1.5
1.1
7.8
-
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
First Reported: Jun 10, 2015
Date Reported: Jul 08, 2015
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 6 of 8
Report Number: 460332-W-V22
Sample History
Where samples are submitted/analysed over several days, the last date of extraction and analysis is reported.
A recent review of our LIMS has resulted in the correction or clarification of some method identifications. Due to this, some of the method reference information on reports has changed. However,
no substantive change has been made to our laboratory methods, and as such there is no change in the validity of current or previous results (regarding both quality and NATA accreditation).
If the date and time of sampling are not provided, the Laboratory will not be responsible for compromised results should testing be performed outside the recommended holding time.
Description
Chloride
Testing Site
Melbourne
Extracted
Jun 04, 2015
Holding Time
28 Day
Melbourne
Jun 04, 2015
28 Day
Melbourne
Jun 04, 2015
28 Day
Melbourne
Jun 04, 2015
180 Day
Melbourne
Jun 04, 2015
180 Day
- Method: MGT 1100A
Fluoride
- Method: LM-LTM-INO-4300 (Fluoride by Ion Chromatography)
Sulphate (as S)
- Method: In house MGT1110A (SO4 by Discrete Analyser)
Heavy Metals
- Method: USEPA 6010/6020 Heavy Metals
Alkali Metals
- Method: USEPA 6010 Alkali Metals
First Reported: Jun 10, 2015
Date Reported: Jul 08, 2015
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 7 of 8
Report Number: 460332-W-V22
Comments
Recreated report with lower LOR for Antimony.
Sample Integrity
Custody Seals Intact (if used)
N/A
Attempt to Chill was evident
Yes
Sample correctly preserved
Yes
Appropriate sample containers have been used
Yes
Sample containers for volatile analysis received with minimal headspace
Yes
Samples received within HoldingTime
Yes
Some samples have been subcontracted
No
Qualifier Codes/Comments
Code
Description
Q15
The RPD reported passes Eurofins | mgt's Acceptance Criteria as stipulated in SOP 05. Refer to Glossary Page of this report for further details
Authorised By
Onur Mehmet
Analytical Services Manager
Emily Rosenberg
Senior Analyst-Metal (VIC)
Huong Le
Senior Analyst-Inorganic (VIC)
Glenn Jackson
National Laboratory Manager
- Indicates Not Requested
* Indicates NATA accreditation does not cover the performance of this service
Uncertainty data is available on request
Eurofins | mgt shall not be liable for loss, cost, damages or expenses incurred by the client, or any other person or company, resulting from the use of any information or interpretation given in this report. In no case shall Eurofins | mgt be liable for consequential damages including, but not
limited to, lost profits, damages for failure to meet deadlines and lost production arising from this report. This document shall not be reproduced except in full and relates only to the items tested. Unless indicated otherwise, the tests were performed on the samples as received.
First Reported: Jun 10, 2015
Date Reported: Jul 08, 2015
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 8 of 8
Report Number: 460332-W-V22
Certificate of Analysis
NATA Accredited
Accreditation Number 1261
Site Number 1254
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Accredited for compliance with ISO/IEC 17025.
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Attention:
Belle Casement
Report
Project name
Project ID
Received Date
460332-S
BASELINE METALS SAMPLING
M1113504
Jun 04, 2015
Client Sample ID
Sample Matrix
SB06_0.0-0.1
Soil
SB05_0.0-0.1
Soil
SB13_0.4-0.5
Soil
SB07_0.0-0.1
Soil
Eurofins | mgt Sample No.
M15-Jn04534
M15-Jn04535
M15-Jn04536
M15-Jn04537
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Date Sampled
Test/Reference
LOR
Unit
Chloride
Conductivity (1:5 aqueous extract at 25°C)
pH (1:5 Aqueous extract)
Sulphate (as S)
% Moisture
Heavy Metals
5
10
0.1
10
0.1
mg/kg
uS/cm
pH Units
mg/kg
%
9.7
26
6.0
< 10
6.0
76
35
5.8
< 10
3.0
67
14
6.5
< 10
6.1
5.3
14
6.0
< 10
2.5
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
10
2
10
2
0.4
5
5
5
5
5
0.1
10
5
2
10
10
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
< 10
6.7
53
<2
< 0.4
11
<5
9.5
11
150
< 0.1
< 10
6.8
<2
< 10
16
17
< 10
8.8
72
<2
< 0.4
16
<5
5.3
28
33
< 0.1
< 10
<5
<2
< 10
28
8.6
< 10
5.9
33
<2
< 0.4
18
<5
7.1
9.8
65
< 0.1
< 10
6.1
<2
< 10
24
7.7
< 10
50
58
<2
< 0.4
18
<5
15
25
110
< 0.1
< 10
8.1
<2
< 10
25
58
5
5
5
5
mg/kg
mg/kg
mg/kg
mg/kg
1000
710
1900
< 100
570
690
1200
140
800
890
1300
< 100
920
1000
840
< 100
Calcium
Magnesium
Potassium
Sodium
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 1 of 18
Report Number: 460332-S
Client Sample ID
Sample Matrix
SB02_0.0-0.1
Soil
SB19_0.0-0.1
Soil
SB19_0.3-0.4
Soil
SB08_0.0-0.1
Soil
Eurofins | mgt Sample No.
M15-Jn04538
M15-Jn04539
M15-Jn04540
M15-Jn04541
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Jun 02, 2015
Date Sampled
Test/Reference
LOR
Unit
Chloride
Conductivity (1:5 aqueous extract at 25°C)
pH (1:5 Aqueous extract)
Sulphate (as S)
% Moisture
Heavy Metals
5
10
0.1
10
0.1
mg/kg
uS/cm
pH Units
mg/kg
%
450
23
5.9
< 10
7.8
230
150
5.8
< 10
4.6
510
230
5.5
17
10
140
93
4.5
< 10
3.4
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
10
2
10
2
0.4
5
5
5
5
5
0.1
10
5
2
10
10
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
< 10
8.3
120
<2
< 0.4
17
<5
8.8
12
86
< 0.1
< 10
<5
<2
< 10
29
23
< 10
8.9
100
<2
< 0.4
13
<5
<5
10
17
< 0.1
< 10
<5
<2
< 10
25
6.9
< 10
11
610
<2
< 0.4
24
<5
<5
10
14
< 0.1
< 10
<5
<2
< 10
38
<5
< 10
6.8
29
<2
< 0.4
12
<5
6.4
7.8
20
< 0.1
< 10
10.0
<2
< 10
17
19
5
5
5
5
mg/kg
mg/kg
mg/kg
mg/kg
1700
1100
2000
530
450
1000
1400
260
< 100
1800
1700
760
< 100
880
900
120
Calcium
Magnesium
Potassium
Sodium
Client Sample ID
Sample Matrix
SB08_0.3-0.4
Soil
Eurofins | mgt Sample No.
M15-Jn04542
M15-Jn04543
M15-Jn04544
M15-Jn04545
Date Sampled
Jun 02, 2015
Jun 02, 2015
Jun 03, 2015
Jun 03, 2015
Test/Reference
SB13_0.0-0.1
Soil
SB39_0.0-0.1
Soil
SB38_0.0-0.1
Soil
LOR
Unit
Chloride
Conductivity (1:5 aqueous extract at 25°C)
pH (1:5 Aqueous extract)
Sulphate (as S)
% Moisture
Heavy Metals
5
10
0.1
10
0.1
mg/kg
uS/cm
pH Units
mg/kg
%
460
290
5.1
26
8.6
<5
19
5.9
< 10
5.4
120
130
5.4
< 10
3.2
27
100
5.6
13
8.7
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
10
2
10
2
0.4
5
5
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
< 10
4.0
140
<2
< 0.4
17
5.6
< 10
5.5
33
<2
< 0.4
9.6
<5
< 10
13
58
<2
< 0.4
16
<5
< 10
6.1
83
<2
< 0.4
11
<5
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 2 of 18
Report Number: 460332-S
Client Sample ID
Sample Matrix
SB08_0.3-0.4
Soil
SB13_0.0-0.1
Soil
SB39_0.0-0.1
Soil
SB38_0.0-0.1
Soil
Eurofins | mgt Sample No.
M15-Jn04542
M15-Jn04543
M15-Jn04544
M15-Jn04545
Jun 02, 2015
Jun 02, 2015
Jun 03, 2015
Jun 03, 2015
Date Sampled
Test/Reference
Heavy Metals
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
LOR
Unit
5
5
5
0.1
10
5
2
10
10
5
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
11
8.5
12
< 0.1
< 10
8.5
<2
< 10
20
15
<5
9.3
130
< 0.1
< 10
<5
<2
< 10
17
8.3
6.3
11
86
0.3
< 10
5.3
<2
< 10
27
13
11
11
540
< 0.1
< 10
7.3
<2
< 10
16
22
5
5
5
5
mg/kg
mg/kg
mg/kg
mg/kg
< 100
1200
1100
560
1000
500
1000
< 100
1200
850
1600
190
1700
770
1800
110
Client Sample ID
Sample Matrix
SB37_0.0-0.1
Soil
Eurofins | mgt Sample No.
M15-Jn04546
M15-Jn04547
M15-Jn04548
M15-Jn04549
Date Sampled
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Test/Reference
SB37_0.4-0.5
Soil
SB30_0.0-0.1
Soil
SB29_0.0-0.1
Soil
LOR
Unit
Chloride
Conductivity (1:5 aqueous extract at 25°C)
pH (1:5 Aqueous extract)
Sulphate (as S)
% Moisture
Heavy Metals
5
10
0.1
10
0.1
mg/kg
uS/cm
pH Units
mg/kg
%
19
82
5.6
12
6.0
98
17
5.7
< 10
7.0
1400
830
4.9
28
2.8
270
140
5.2
< 10
4.8
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
10
2
10
2
0.4
5
5
5
5
5
0.1
10
5
2
10
10
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
< 10
12
45
<2
< 0.4
12
<5
9.0
13
200
< 0.1
< 10
6.3
<2
< 10
17
19
< 10
5.9
33
<2
< 0.4
16
<5
11
11
41
0.1
< 10
7.2
<2
< 10
21
16
< 10
11
46
<2
< 0.4
21
<5
12
17
27
0.2
< 10
<5
<2
< 10
25
30
< 10
14
62
<2
< 0.4
16
<5
12
15
96
< 0.1
< 10
7.3
<2
< 10
23
25
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 3 of 18
Report Number: 460332-S
Client Sample ID
Sample Matrix
SB37_0.0-0.1
Soil
SB37_0.4-0.5
Soil
SB30_0.0-0.1
Soil
SB29_0.0-0.1
Soil
Eurofins | mgt Sample No.
M15-Jn04546
M15-Jn04547
M15-Jn04548
M15-Jn04549
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Date Sampled
Test/Reference
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
LOR
Unit
5
5
5
5
mg/kg
mg/kg
mg/kg
mg/kg
Client Sample ID
350
700
1400
110
350
990
1500
120
300
1200
1100
780
1400
1200
2100
260
Sample Matrix
SB32_0.0-0.1
Soil
SB32_0.4-0.5
Soil
qc04
Soil
SB20_0.0-0.1
Soil
Eurofins | mgt Sample No.
M15-Jn04550
M15-Jn04551
M15-Jn04554
M15-Jn04556
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Jun 03, 2015
Date Sampled
Test/Reference
LOR
Unit
Chloride
Conductivity (1:5 aqueous extract at 25°C)
pH (1:5 Aqueous extract)
Sulphate (as S)
% Moisture
Heavy Metals
5
10
0.1
10
0.1
mg/kg
uS/cm
pH Units
mg/kg
%
84
97
5.7
18
8.8
520
370
5.5
59
9.7
14
62
4.9
< 10
6.4
200
140
4.6
12
2.4
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
10
2
10
2
0.4
5
5
5
5
5
0.1
10
5
2
10
10
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
< 10
14
87
<2
< 0.4
16
<5
12
11
66
< 0.1
< 10
5.3
<2
< 10
33
19
< 10
12
210
<2
< 0.4
21
<5
7.6
12
18
< 0.1
< 10
5.8
<2
< 10
39
6.9
< 10
12
46
<2
< 0.4
11
<5
8.9
16
170
< 0.1
< 10
6.3
<2
< 10
16
19
< 10
12
81
<2
< 0.4
17
<5
11
12
31
< 0.1
< 10
<5
<2
< 10
29
20
5
5
5
5
mg/kg
mg/kg
mg/kg
mg/kg
3300
1100
1700
180
330
1700
1800
710
290
660
1400
< 100
520
870
1100
210
Calcium
Magnesium
Potassium
Sodium
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 4 of 18
Report Number: 460332-S
Client Sample ID
Sample Matrix
SB24_0.0-0.1
Soil
Eurofins | mgt Sample No.
M15-Jn04557
Date Sampled
Test/Reference
Jun 03, 2015
LOR
Unit
Chloride
Conductivity (1:5 aqueous extract at 25°C)
pH (1:5 Aqueous extract)
Sulphate (as S)
% Moisture
Heavy Metals
5
10
0.1
10
0.1
mg/kg
uS/cm
pH Units
mg/kg
%
220
190
4.7
11
5.5
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Alkali Metals
10
2
10
2
0.4
5
5
5
5
5
0.1
10
5
2
10
10
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
< 10
11
53
<2
< 0.4
16
<5
11
45
23
< 0.1
< 10
5.8
<2
< 10
31
17
5
5
5
5
mg/kg
mg/kg
mg/kg
mg/kg
420
960
1400
200
Calcium
Magnesium
Potassium
Sodium
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 5 of 18
Report Number: 460332-S
Sample History
Where samples are submitted/analysed over several days, the last date of extraction and analysis is reported.
A recent review of our LIMS has resulted in the correction or clarification of some method identifications. Due to this, some of the method reference information on reports has changed. However,
no substantive change has been made to our laboratory methods, and as such there is no change in the validity of current or previous results (regarding both quality and NATA accreditation).
If the date and time of sampling are not provided, the Laboratory will not be responsible for compromised results should testing be performed outside the recommended holding time.
Description
Chloride
Testing Site
Melbourne
Extracted
Jun 04, 2015
Holding Time
28 Day
Melbourne
Jun 05, 2015
7 Day
Melbourne
Jun 05, 2015
7 Day
Melbourne
Jun 04, 2015
28 Day
Melbourne
Jun 04, 2015
180 Day
Melbourne
Jun 04, 2015
180 Day
Melbourne
Jun 04, 2015
14 Day
- Method: MGT 1100A
Conductivity (1:5 aqueous extract at 25°C)
- Method: LM-LTM-INO-4030
pH (1:5 Aqueous extract)
- Method: LTM-GEN-7090 pH in soil by ISE
Sulphate (as S)
- Method: In house MGT1110A (SO4 by Discrete Analyser)
Heavy Metals
- Method: USEPA 6010/6020 Heavy Metals
Alkali Metals
- Method: USEPA 6010 Alkali Metals
% Moisture
- Method: LTM-GEN-7080 Moisture
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 6 of 18
Report Number: 460332-S
ABN – 50 005 085 521
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
.
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
Order No.:
Report #:
Phone:
Fax:
Received:
Due:
Priority:
Contact Name:
460332
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
LAB ID
M15-Jn04505
M15-Jn04506
M15-Jn04507
M15-Jn04508
M15-Jn04509
M15-Jn04510
M15-Jn04511
M15-Jn04512
M15-Jn04513
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported:Jun 10, 2015
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
X
X
Vanadium
X
X
X
X
X
X
X
X
X
X
Tin
X
X
X
X
X
X
X
X
X
X
Sulphate (as S)
X
X
X
X
X
X
X
X
X
X
Sodium
X
X
X
X
X
X
X
X
X
X
Selenium
X
X
X
X
X
X
X
X
X
X
Potassium
X
X
X
X
X
X
X
X
X
X
pH (1:5 Aqueous extract)
X
X
X
X
X
X
X
X
X
X
Nickel
X
Molybdenum
Cobalt
X
Mercury
Chromium
X
Manganese
Chloride
X
Magnesium
Calcium
X
Lead
Cadmium
X
HOLD
Beryllium
X
Fluoride
Barium
X
Copper
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
Sample ID
Sample Date
Sampling
Matrix
Time
T01
Jun 02, 2015
Water
T02
Jun 02, 2015
Water
T03
Jun 02, 2015
Water
T04
Jun 02, 2015
Water
T05
Jun 02, 2015
Water
T06
Jun 02, 2015
Water
T07
Jun 02, 2015
Water
T08
Jun 02, 2015
Water
T09
Jun 02, 2015
Water
Conductivity (1:5 aqueous extract at
25°C)
Antimony
X
Sample Detail
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 7 of 18
Report Number: 460332-S
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported:Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
X
X
X
Vanadium
X
X
X
X
X
X
X
X
X
X
X
Tin
X
X
X
X
X
X
X
X
X
X
X
Sulphate (as S)
X
X
X
X
X
X
X
X
X
X
X
Sodium
X
X
X
X
X
X
X
X
X
X
X
Selenium
X
X
X
X
X
X
X
X
X
X
X
Potassium
X
X
X
X
X
X
X
X
X
X
X
pH (1:5 Aqueous extract)
M15-Jn04514
M15-Jn04515
M15-Jn04516
M15-Jn04517
M15-Jn04518
M15-Jn04519
M15-Jn04520
M15-Jn04521
M15-Jn04522
M15-Jn04523
X
Nickel
X
Molybdenum
Cobalt
X
Mercury
Chromium
X
Manganese
Chloride
X
Magnesium
Calcium
X
Lead
Cadmium
X
HOLD
Beryllium
X
Fluoride
Barium
X
Copper
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
T10
Jun 02, 2015
Water
T11
Jun 02, 2015
Water
T12
Jun 02, 2015
Water
T13
Jun 02, 2015
Water
T14
Jun 02, 2015
Water
T15
Jun 03, 2015
Water
T16
Jun 03, 2015
Water
T17
Jun 03, 2015
Water
T18
Jun 03, 2015
Water
T19
Jun 03, 2015
Water
Conductivity (1:5 aqueous extract at
25°C)
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Page 8 of 18
Report Number: 460332-S
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported:Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
X
X
X
Vanadium
X
X
X
X
X
X
X
X
X
X
X
Tin
X
X
X
X
X
X
X
X
X
X
X
Sulphate (as S)
X
X
X
X
X
X
X
X
X
X
X
Sodium
X
X
X
X
X
X
X
X
X
X
X
Selenium
X
X
X
X
X
X
X
X
X
X
X
Potassium
X
X
X
X
X
X
X
X
X
X
X
pH (1:5 Aqueous extract)
M15-Jn04524
M15-Jn04525
M15-Jn04526
M15-Jn04527
M15-Jn04528
M15-Jn04529
M15-Jn04530
M15-Jn04531
M15-Jn04532
M15-Jn04533
X
Nickel
X
Molybdenum
Cobalt
X
Mercury
Chromium
X
Manganese
Chloride
X
Magnesium
Calcium
X
Lead
Cadmium
X
HOLD
Beryllium
X
Fluoride
Barium
X
Copper
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
T20
Jun 03, 2015
Water
T21
Jun 03, 2015
Water
T22
Jun 03, 2015
Water
T23
Jun 03, 2015
Water
T24
Jun 03, 2015
Water
T25
Jun 03, 2015
Water
T26
Jun 03, 2015
Water
T27
Jun 03, 2015
Water
T28
Jun 03, 2015
Water
T29
Jun 03, 2015
Water
Conductivity (1:5 aqueous extract at
25°C)
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Page 9 of 18
Report Number: 460332-S
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported:Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Moisture Set
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
X
X
Vanadium
M15-Jn04534
M15-Jn04535
M15-Jn04536
M15-Jn04537
M15-Jn04538
M15-Jn04539
M15-Jn04540
M15-Jn04541
M15-Jn04542
M15-Jn04543
Tin
X
Sulphate (as S)
Fluoride
X
Sodium
Copper
X
Selenium
Conductivity (1:5 aqueous extract at
25°C)
X
Potassium
Cobalt
X
pH (1:5 Aqueous extract)
Chromium
X
Nickel
Chloride
X
Molybdenum
Calcium
X
Mercury
Cadmium
X
Manganese
Beryllium
X
Magnesium
Barium
X
Lead
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
SB06_0.0-0.1 Jun 02, 2015
Soil
SB05_0.0-0.1 Jun 02, 2015
Soil
SB13_0.4-0.5 Jun 02, 2015
Soil
SB07_0.0-0.1 Jun 02, 2015
Soil
SB02_0.0-0.1 Jun 02, 2015
Soil
SB19_0.0-0.1 Jun 02, 2015
Soil
SB19_0.3-0.4 Jun 02, 2015
Soil
SB08_0.0-0.1 Jun 02, 2015
Soil
SB08_0.3-0.4 Jun 02, 2015
Soil
SB13_0.0-0.1 Jun 02, 2015
Soil
HOLD
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Page 10 of 18
Report Number: 460332-S
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported:Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
X
Moisture Set
X
X
X
X
X
X
X
X
X
X
Zinc
X
X
X
X
X
X
X
X
Vanadium
M15-Jn04544
M15-Jn04545
M15-Jn04546
M15-Jn04547
M15-Jn04548
M15-Jn04549
M15-Jn04550
M15-Jn04551
M15-Jn04552
M15-Jn04553
Tin
X
Sulphate (as S)
Fluoride
X
Sodium
Copper
X
Selenium
Conductivity (1:5 aqueous extract at
25°C)
X
Potassium
Cobalt
X
pH (1:5 Aqueous extract)
Chromium
X
Nickel
Chloride
X
Molybdenum
Calcium
X
Mercury
Cadmium
X
Manganese
Beryllium
X
Magnesium
Barium
X
Lead
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
SB39_0.0-0.1 Jun 03, 2015
Soil
SB38_0.0-0.1 Jun 03, 2015
Soil
SB37_0.0-0.1 Jun 03, 2015
Soil
SB37_0.4-0.5 Jun 03, 2015
Soil
SB30_0.0-0.1 Jun 03, 2015
Soil
SB29_0.0-0.1 Jun 03, 2015
Soil
SB32_0.0-0.1 Jun 03, 2015
Soil
SB32_0.4-0.5 Jun 03, 2015
Soil
QC01
Jun 02, 2015
Water
QC02
Jun 03, 2015
Water
HOLD
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Page 11 of 18
Report Number: 460332-S
ABN – 50 005 085 521
Company Name:
Address:
Senversa
Ground Floor, 51 Clarke St
Southbank
VIC 3006
Project Name:
Project ID:
BASELINE METALS SAMPLING
M1113504
e.mail : EnviroSales@eurofins.com.au
Melbourne
3-5 Kingston Town Close
Oakleigh VIC 3166
Phone : +61 3 8564 5000
NATA # 1261
Site # 1254 & 14271
web : www.eurofins.com.au
Order No.:
Report #:
Phone:
Fax:
Sydney
Unit F3, Building F
16 Mars Road
Lane Cove West NSW 2066
Phone : +61 2 9900 8400
NATA # 1261 Site # 18217
Received:
Due:
Priority:
Contact Name:
460332
Brisbane
1/21 Smallwood Place
Murarrie QLD 4172
Phone : +61 7 3902 4600
NATA # 1261 Site # 20794
Jun 4, 2015 12:58 PM
Jun 9, 2015
2 Day
Belle Casement
Eurofins | mgt Client Manager: Onur Mehmet
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported:Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Moisture Set
X
X
X
X
Zinc
X
Vanadium
M15-Jn04554
M15-Jn04555
M15-Jn04556
M15-Jn04557
M15-Jn04558
Tin
X
Sulphate (as S)
Fluoride
X
Sodium
Copper
X
Selenium
Conductivity (1:5 aqueous extract at
25°C)
X
Potassium
Cobalt
X
pH (1:5 Aqueous extract)
Chromium
X
Nickel
Chloride
X
Molybdenum
Calcium
X
Mercury
Cadmium
X
Manganese
Beryllium
X
Magnesium
Barium
X
Lead
Arsenic
Laboratory where analysis is conducted
Melbourne Laboratory - NATA Site # 1254 & 14271
Sydney Laboratory - NATA Site # 18217
Brisbane Laboratory - NATA Site # 20794
External Laboratory
qc04
Jun 03, 2015
Soil
QC06
Jun 02, 2015
Water
SB20_0.0-0.1 Jun 03, 2015
Soil
SB24_0.0-0.1 Jun 03, 2015
Soil
SB41_0.0-0.1 Jun 03, 2015
Soil
HOLD
Antimony
X
Sample Detail
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Page 12 of 18
Report Number: 460332-S
X
X
Eurofins | mgt Internal Quality Control Review and Glossary
General
1.
Laboratory QC results for Method Blanks, Duplicates, Matrix Spikes, and Laboratory Control Samples are included in this QC report where applicable. Additional QC data may be available on
request.
2.
All soil results are reported on a dry basis, unless otherwise stated.
3.
Actual LORs are matrix dependant. Quoted LORs may be raised where sample extracts are diluted due to interferences.
4.
Results are uncorrected for matrix spikes or surrogate recoveries.
5.
SVOC analysis on waters are performed on homogenised, unfiltered samples, unless noted otherwise.
6.
Samples were analysed on an 'as received' basis. 7. This report replaces any interim results previously issued.
Holding Times
Please refer to 'Sample Preservation and Container Guide' for holding times (QS3001).
For samples received on the last day of holding time, notification of testing requirements should have been received at least 6 hours prior to sample receipt deadlines as stated on the Sample
Receipt Advice.
If the Laboratory did not receive the information in the required timeframe, and regardless of any other integrity issues, suitably qualified results may still be reported.
Holding times apply from the date of sampling, therefore compliance to these may be outside the laboratory's control.
**NOTE: pH duplicates are reported as a range NOT as RPD
UNITS
mg/kg: milligrams per Kilogram
mg/l: milligrams per litre
ug/l: micrograms per litre
ppm: Parts per million
ppb: Parts per billion
%: Percentage
org/100ml: Organisms per 100 millilitres
NTU: Nephelometric Turbidity Units
MPN/100mL: Most Probable Number of organisms per 100 millilitres
TERMS
Dry
Where a moisture has been determined on a solid sample the result is expressed on a dry basis.
LOR
Limit of Reporting.
SPIKE
Addition of the analyte to the sample and reported as percentage recovery.
RPD
Relative Percent Difference between two Duplicate pieces of analysis.
LCS
Laboratory Control Sample - reported as percent recovery
CRM
Certified Reference Material - reported as percent recovery
Method Blank
In the case of solid samples these are performed on laboratory certified clean sands.
In the case of water samples these are performed on de-ionised water.
Surr - Surrogate
The addition of a like compound to the analyte target and reported as percentage recovery.
Duplicate
A second piece of analysis from the same sample and reported in the same units as the result to show comparison.
Batch Duplicate
A second piece of analysis from a sample outside of the clients batch of samples but run within the laboratory batch of analysis.
Batch SPIKE
Spike recovery reported on a sample from outside of the clients batch of samples but run within the laboratory batch of analysis.
USEPA
United States Environmental Protection Agency
APHA
American Public Health Association
ASLP
Australian Standard Leaching Procedure (AS4439.3)
TCLP
Toxicity Characteristic Leaching Procedure
COC
Chain of Custody
SRA
Sample Receipt Advice
CP
Client Parent - QC was performed on samples pertaining to this report
NCP
Non-Client Parent - QC performed on samples not pertaining to this report, QC is representative of the sequence or batch that client samples were analysed within
TEQ
Toxic Equivalency Quotient
QC - ACCEPTANCE CRITERIA
RPD Duplicates: Global RPD Duplicates Acceptance Criteria is 30% however the following acceptance guidelines are equally applicable:
Results <10 times the LOR : No Limit
Results between 10-20 times the LOR : RPD must lie between 0-50%
Results >20 times the LOR : RPD must lie between 0-30%
Surrogate Recoveries : Recoveries must lie between 50-150% - Phenols 20-130%.
QC DATA GENERAL COMMENTS
1.
Where a result is reported as a less than (<), higher than the nominated LOR, this is due to either matrix interference, extract dilution required due to interferences or contaminant levels within
the sample, high moisture content or insufficient sample provided.
2.
Duplicate data shown within this report that states the word "BATCH" is a Batch Duplicate from outside of your sample batch, but within the laboratory sample batch at a 1:10 ratio. The Parent
and Duplicate data shown is not data from your samples.
3.
Organochlorine Pesticide analysis - where reporting LCS data, Toxophene & Chlordane are not added to the LCS.
4.
Organochlorine Pesticide analysis - where reporting Spike data, Toxophene is not added to the Spike.
5.
Total Recoverable Hydrocarbons - where reporting Spike & LCS data, a single spike of commercial Hydrocarbon products in the range of C12-C30 is added and it's Total Recovery is reported
in the C10-C14 cell of the Report.
6.
pH and Free Chlorine analysed in the laboratory - Analysis on this test must begin within 30 minutes of sampling.Therefore laboratory analysis is unlikely to be completed within holding time.
Analysis will begin as soon as possible after sample receipt.
7.
Recovery Data (Spikes & Surrogates) - where chromatographic interference does not allow the determination of Recovery the term "INT" appears against that analyte.
8.
Polychlorinated Biphenyls are spiked only using Arochlor 1260 in Matrix Spikes and LCS's.
9.
For Matrix Spikes and LCS results a dash " -" in the report means that the specific analyte was not added to the QC sample.
10. Duplicate RPD's are calculated from raw analytical data thus it is possible to have two sets of data.
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 13 of 18
Report Number: 460332-S
Quality Control Results
Test
Method Blank
Chloride
Conductivity (1:5 aqueous extract at 25°C)
Sulphate (as S)
Method Blank
Heavy Metals
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
LCS - % Recovery
Chloride
Sulphate (as S)
LCS - % Recovery
Heavy Metals
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Test
Acceptance Pass Qualifying
Limits
Limits
Code
Units
Result 1
mg/kg
uS/cm
mg/kg
<5
< 10
< 10
5
10
10
Pass
Pass
Pass
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
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
<2
< 10
<2
< 0.4
<5
<5
<5
<5
<5
< 0.1
< 10
<5
<2
< 10
< 10
<5
10
2
10
2
0.4
5
5
5
5
5
0.1
10
5
2
10
10
5
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
%
%
89
102
70-130
70-130
Pass
Pass
%
%
%
%
%
%
%
%
%
%
%
%
%
%
%
%
%
94
87
102
100
97
99
100
108
99
98
110
103
105
91
82
100
93
Lab Sample ID
QA
Source
Units
Result 1
M15-Jn04535
M15-Jn04535
CP
CP
%
%
Result 1
90
87
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
75-125
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
80-120
Pass
Acceptance Pass Qualifying
Limits
Limits
Code
Spike - % Recovery
Chloride
Sulphate (as S)
Spike - % Recovery
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
70-130
70-130
Pass
Pass
Page 14 of 18
Report Number: 460332-S
Lab Sample ID
QA
Source
Units
Result 1
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
%
%
%
%
%
%
%
%
%
%
%
%
%
%
%
%
Result 1
88
93
88
93
92
94
90
99
90
107
91
88
92
80
94
94
70-130
75-125
75-125
75-125
75-125
75-125
75-125
75-125
75-125
70-130
75-125
75-125
75-125
75-125
75-125
75-125
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Chloride
Sulphate (as S)
Spike - % Recovery
M15-Jn04545
M15-Jn04545
CP
CP
%
%
Result 1
99
75
70-130
70-130
Pass
Pass
Chloride
Spike - % Recovery
Heavy Metals
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
B15-My22205
NCP
%
Result 1
90
70-130
Pass
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
%
%
%
%
%
%
%
%
%
%
%
%
%
%
%
%
Result 1
75
79
112
77
81
85
75
91
78
84
78
78
75
78
88
77
Lab Sample ID
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
QA
Source
Units
Result 1
M15-Jn04534
CP
mg/kg
Result 1
9.7
Result 2
9.6
RPD
<1
30%
Pass
M15-Jn04534
M15-Jn04534
M15-Jn04534
M15-Jn04534
CP
CP
CP
CP
mg/kg
mg/kg
mg/kg
mg/kg
Result 1
1000
710
1900
< 100
Result 2
980
670
1700
< 100
RPD
2.0
6.0
8.0
<1
30%
30%
30%
30%
Pass
Pass
Pass
Pass
M15-Jn04537
CP
%
Result 1
2.5
Result 2
2.7
RPD
10
30%
Pass
Test
Heavy Metals
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Spike - % Recovery
Test
Acceptance Pass Qualifying
Limits
Limits
Code
70-130
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
75-125
Pass
Acceptance Pass Qualifying
Limits
Limits
Code
Duplicate
Chloride
Duplicate
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
Duplicate
% Moisture
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 15 of 18
Report Number: 460332-S
Duplicate
Conductivity (1:5 aqueous extract
at 25°C)
pH (1:5 Aqueous extract)
Duplicate
Heavy Metals
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Duplicate
Heavy Metals
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Mercury
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Duplicate
Chloride
Sulphate (as S)
Duplicate
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
Duplicate
% Moisture
Result 1
Result 2
RPD
M15-Jn04542
M15-Jn04542
CP
CP
uS/cm
pH Units
290
5.1
250
5.1
15
pass
30%
30%
Pass
Pass
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
M15-Jn04542
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Result 1
< 10
4.0
140
<2
< 0.4
17
5.6
11
8.5
12
< 10
8.5
<2
< 10
20
15
Result 2
< 10
5.5
140
<2
< 0.4
17
6.2
15
8.5
15
< 10
9.7
<2
< 10
21
16
RPD
<1
31
2.0
<1
<1
1.0
9.0
27
<1
20
<1
13
<1
<1
7.0
7.0
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
Pass
Fail
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
M15-Jn04543
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Result 1
< 10
5.5
33
<2
< 0.4
9.6
<5
<5
9.3
130
< 0.1
< 10
<5
<2
< 10
17
8.3
Result 2
< 10
7.3
33
<2
< 0.4
9.8
<5
5.1
9.3
130
< 0.1
< 10
<5
<2
< 10
17
8.1
RPD
<1
28
1.0
<1
<1
2.0
<1
2.0
1.0
2.0
<1
<1
<1
<1
<1
2.0
2.0
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
M15-Jn04544
M15-Jn04544
CP
CP
mg/kg
mg/kg
Result 1
120
< 10
Result 2
130
10
RPD
3.4
1.7
30%
30%
Pass
Pass
M15-Jn04544
M15-Jn04544
M15-Jn04544
M15-Jn04544
CP
CP
CP
CP
mg/kg
mg/kg
mg/kg
mg/kg
Result 1
1200
850
1600
190
Result 2
1400
930
1600
210
RPD
10
9.0
4.0
9.0
30%
30%
30%
30%
Pass
Pass
Pass
Pass
M15-Jn04547
CP
%
Result 1
7.0
Result 2
7.2
RPD
3.0
30%
Pass
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Q15
Page 16 of 18
Report Number: 460332-S
Duplicate
Chloride
Conductivity (1:5 aqueous extract
at 25°C)
pH (1:5 Aqueous extract)
Duplicate
Heavy Metals
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Duplicate
Heavy Metals
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Manganese
Molybdenum
Nickel
Selenium
Tin
Vanadium
Zinc
Duplicate
B15-My22203
NCP
mg/kg
Result 1
8.8
Result 2
12
RPD
34
30%
Fail
M15-Jn04554
M15-Jn04554
CP
CP
uS/cm
pH Units
62
4.9
55
4.8
12
pass
30%
30%
Pass
Pass
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
M15-Jn04554
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Result 1
< 10
12
46
<2
< 0.4
11
<5
8.9
16
170
< 10
6.3
<2
< 10
16
19
Result 2
< 10
15
44
<2
< 0.4
12
<5
9.8
19
180
< 10
6.6
<2
< 10
18
21
RPD
<1
20
6.0
<1
<1
8.0
<1
9.0
16
9.0
<1
5.0
<1
<1
10
9.0
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
M15-Jn04556
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
CP
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Result 1
< 10
12
81
<2
< 0.4
17
<5
11
12
31
< 10
<5
<2
< 10
29
20
Result 2
< 10
11
81
<2
< 0.4
16
<5
11
12
31
< 10
<5
<2
< 10
28
20
RPD
<1
2.0
1.0
<1
<1
5.0
<1
4.0
4.0
<1
<1
<1
<1
<1
5.0
2.0
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Sulphate (as S)
Duplicate
Alkali Metals
Calcium
Magnesium
Potassium
Sodium
M15-Jn04557
CP
mg/kg
Result 1
11
Result 2
< 10
RPD
16
30%
Pass
M15-Jn04557
M15-Jn04557
M15-Jn04557
M15-Jn04557
CP
CP
CP
CP
mg/kg
mg/kg
mg/kg
mg/kg
Result 1
420
960
1400
200
Result 2
420
980
1400
210
RPD
2.0
2.0
2.0
2.0
30%
30%
30%
30%
Pass
Pass
Pass
Pass
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Q15
Page 17 of 18
Report Number: 460332-S
Comments
Sample Integrity
Custody Seals Intact (if used)
N/A
Attempt to Chill was evident
Yes
Sample correctly preserved
Yes
Appropriate sample containers have been used
Yes
Sample containers for volatile analysis received with minimal headspace
Yes
Samples received within HoldingTime
Yes
Some samples have been subcontracted
No
Qualifier Codes/Comments
Code
Description
Q15
The RPD reported passes Eurofins | mgt's Acceptance Criteria as stipulated in SOP 05. Refer to Glossary Page of this report for further details
Authorised By
Onur Mehmet
Analytical Services Manager
Emily Rosenberg
Senior Analyst-Metal (VIC)
Huong Le
Senior Analyst-Inorganic (VIC)
Glenn Jackson
National Laboratory Manager
- Indicates Not Requested
* Indicates NATA accreditation does not cover the performance of this service
Uncertainty data is available on request
Eurofins | mgt shall not be liable for loss, cost, damages or expenses incurred by the client, or any other person or company, resulting from the use of any information or interpretation given in this report. In no case shall Eurofins | mgt be liable for consequential damages including, but not
limited to, lost profits, damages for failure to meet deadlines and lost production arising from this report. This document shall not be reproduced except in full and relates only to the items tested. Unless indicated otherwise, the tests were performed on the samples as received.
Eurofins | mgt 2-5 Kingston Town Close, Oakleigh, Victoria, Australia, 3166
Date Reported: Jun 10, 2015
ABN : 50 005 085 521 Telephone: +61 3 8564 5000 Facsimile: +61 3 8564 5090
Page 18 of 18
Report Number: 460332-S
. rJ
Chain of Custody Documentation
s0nv0rsa
Se�veraa Ply Ltd
Ground Floor 51 Clarl<e Street
Southbank Vic 30(MI
Ph: os 9606 0010 • :.x: r·-so& 0074
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=VOAVoal Hydochloric Acid (HCI) PreSOO/ed; VS;, VOA Vial Sulphur,c Preserved; VSA=Sulphuric Preserved·Amber Glass; H=HCI Preserved Plastic; HS=HCI Preserved Speclation BotUe; SP=Sulphucic Preserved Plastic;
i; = Formaldehyde Preserved Glass:_ Z ='Zin<>Aoetato Preserved_ Bottle; E = EDTA Presetved Bottles; S T = Sterile Bottle: UA � Ur\preserved Amber Glass; L = L ugors Iodine preserved white plastic botue: SW=sulfuric acid preserved Yoide mouth glass jar
_
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Sampler: I attest that proper field sampling procedures In accordance with Senwrsa standard procedures and/or project specifications
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Relinquished By: .
Name/Signature: · /fi..· CHfi>j
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Name/Sionature:
Date:
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Datemme:
or:
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,Water Container Codes: P=Unpreserved Pil!Stic; N=Nilric Add (l:iWO,) Preserved P.lastlc; ORC=Nitric Preserved ORC; SH=Sodium. Hydroxide (NaOH)/Cadmium (Cd) Preserved; S - Sod/um Hydroxide
Preserved Plastlc; STH= Sodium thiosutfate preserved plastic;
v=VOA·Vial Hydochloric Acid (HCI) Preser.,ed: VS e VOA Vial Sul phuric Preserved; VSA= Sulphuric Preserved -Amber Glass; H=HCI Prese,ved Plastic; HS=HCI Preserved Spedation Bottle; SP=Sulphuric Preserved Plast c;
i
I'= FOmialdohyde Preserved Glass; z=· zioo Aoetate Preserved Bo\Ue: E·= EOTA Presetved Bottles: ST= Sterile Bottle; UA=UnpreS81Ved Amber Glass; L= L ugol's odine preserved white plastic
bottle; SW= sulfuric add preserved wide mouth glass Jar
I
Comoleted bv: 1::.
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Checked by: _____Q,__,._
SEN-TECH-018F_coc
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Name/Signature:
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Date:
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