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Intertidal Benthos Monitoring Baseline Report Ichthys Nearshore Environmental Monitoring Program
Intertidal Benthos Monitoring Baseline Report
Ichthys Nearshore Environmental Monitoring Program
L384-AW-REP-10011
Prepared for INPEX
August 2013
Intertidal Benthos Monitoring Baseline Report
Ichthys Nearshore Environmental Monitoring Program
L384-AW-REP-10011
Intertidal Benthos Monitoring Baseline Report Ichthys Nearshore Environmental Monitoring Program
Prepared for INPEX Cardno Page ii
Document Information
Prepared for INPEX
Project Name Ichthys Nearshore Environmental Monitoring Program
This document is produced by Cardno solely for the benefit and use by the client in accordance with the terms of the engagement for the performance of the Services. Cardno does not and shall not assume any responsibility
or liability whatsoever to any third party arising out of any use or reliance by any third party on the content of this document.
Intertidal Benthos Monitoring Baseline Report Ichthys Nearshore Environmental Monitoring Program
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Executive Summary
This baseline report outlines the initial findings of the Intertidal Benthos Monitoring Program undertaken
between June 2012 and August 2012 as per the methodology outlined in the Ichthys Project Nearshore
Environmental Monitoring Plan (NEMP) (Cardno 2012). As part of the NEMP, sampling was undertaken to
characterise the baseline (pre-dredging) conditions of the infaunal assemblages and physical parameters
associated with the intertidal mudflats within Darwin Harbour Inner.
The key objectives of the broader informative intertidal benthos monitoring program are to:
> Investigate the potential effects of dredging and dredge spoil disposal on the abundance and diversity of
soft bottom infauna and epifauna communities;
> Determine how intertidal assemblages relate to physical sediment characteristics (Particle Size
Distribution (PSD), pH and Oxidation Redox Potential (ORP)) before dredging/spoil disposal compared to
during and after and how this effects abundance and diversity of soft bottom communities; and
> Follow the subsequent recovery of any infauna and epifauna that may be impacted and relate this to
depth of sedimentation, nature of sediment and ORP.
Specific objectives of the Baseline Phase monitoring were to:
> Determine the amount of spatial and temporal variability at the scale of locations and sites and between
Treatments (i.e. Impact and Control sites);
> Determine how intertidal assemblages relate to physical sediment characteristics (e.g. PSD, pH and
ORP); and
> Assess the power of the sampling design in terms of detection limits for investigating before, during and
after dredging impacts.
Two baseline surveys were carried out in June 2012 (Baseline survey 1 - B1) and July/August 2012
(Baseline survey 2 - B2), during the Darwin dry season and prior to any dredging and spoil disposal
activities. Sediment core samples were collected from 18 sites extending across the intertidal mudflats in
Darwin Harbour Inner, with two locations (A and B) within each site. Cores were collected from a barge
during neap tides using a hand held stainless steel corer mounted on a pole. Biological samples were rinsed
over a 0.5 mm mesh sieve on board the vessel and preserved for later analyses. Biological specimens were
then transported to a laboratory, sorted from the sediments, counted and identified. Core samples were also
collected and analysed for PSD by a National Association of Testing Authorities (NATA) accredited
laboratory and readings taken in situ for pH and ORP using hand held probes.
A total of 5,050 individual animals comprised of 105 taxa were recorded from B1 and 4,346 individuals
comprised of 93 taxa were recorded from B2. In both surveys, a diverse range of taxa were collected
including (in order of abundance) polychaete worms (from a variety of families), crustaceans (including
isopods, amphipods, cumaceans, crabs and burrowing shrimp), molluscs (gastropods, bivalves and
opisthobranchs), echinoderms (ophiuroids and holothuroids) and other worm taxa such as nematodes,
nemerteans, oligochaetes, phoronids, platyhelminthes and sipunculids. Other groups recorded included
anemones, hydrozoans, sponges and pycnogonids (sea spiders). Infaunal assemblages sampled from
Impact and Control sites did not vary significantly from each other within or between surveys, although
variation at the scale of sites (i.e. kilometres) and locations (i.e. tens of metres) was significant, suggesting
some smaller scale variation.
Sediments generally consisted of a high proportion of clay and silt (ranging from 4.5% to 58%) with varying
amounts of fine sand and small proportions of gravel at some sites. Sediment pH ranged between 6.99 and
7.83, which might be expected for relatively undisturbed marine sediments. Mean ORP ranged between -
193 mV and 234 mV, although sediments at the majority of sites were strongly reducing during both B1 and
B2, likely due to the high proportion of clay, fines and organic material. No clear relationship between any of
the physical parameters and the infaunal assemblages was evident. Due to the lack of correlation of OPR
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values, faunal assemblages and small scale variability, it is unlikely that changes in ORP values would be
indicative of dredging related impacts.
Results of the Baseline Phase surveys indicate that the spatial and temporal replication of the sampling
design is robust enough to detect a 20% to 30% change in the infaunal assemblage that may occur as a
result of dredging related activity and therefore reinforces the confidence that the objectives of the
informative sampling program can be met. These confidence limits are also likely to be improved once
further data has been collected throughout the course of the monitoring program.
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Glossary
Term or Acronym Definition
B1, B2 Baseline survey 1, Baseline survey 2
Benthic Living on or in the seabed
Benthos The collection of organisms attached to or resting on
the bottom sediments (i.e. epifauna) and those which
burrow into the sediments (i.e. infauna)
Bioturbation The stirring or mixing of sediment or soil by
organisms, especially by burrowing or boring
Bray-Curtis dissimilarity matrices Matrices of dissimilarity between samples in the
types and relative abundance of species/substrata
type
COC Chain of Custody
dbRDA Distance based redundancy analysis
DSDMP Dredging and Spoil Disposal Management Plan –
East Arm
Epifauna Animals that live on the surface of the seabed
Filter Feeder Animal which obtains its nutrtion by filtering
suspended particles from the water column
GEP Gas Export Pipeline
GPS Global Positionining System
Infauna Aquatic animals living within the sediment
Intertidal The portion of shoreline between low and high tide
marks, that is intermittently submerged
Invasive marine pest Organisms (usually transported by humans) which
successfully establish themselves and then
overcome otherwise intact, pre-existing native
ecosystems
Macrofauna Organisms associated with sediment and retained in
a sieve of 0.5 mm to 1.0 mm
MOF Module Offloading Facility
NATA National Association of Testing Authorities Australia
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Term or Acronym Definition
Non-Selective Deposit Feeder Animal which obtains its nutrition from the
indescriminant ingestion of organic matter from fine
sediments
NEMP Nearshore Environmental Monitoring Plan
ORP (mV) Oxidation Reduction Potential (ORP) is a measure of
a water systems capacity to release or gain electrons
in chemical reactions
pH pH gives an indication of the acidity or alkalinity of a
solution by its ability to gain or lose hydrogen ions
PCoA, PCA Principle Coordinates Analysis; Principal
Components Analysis
PERMDISP Test for Homogeneity of Dispersions
PERMANOVA+ Permutational Analysis of Variance
PSD Particle Size Distribution
SE Standard Error
Selective Deposit Feeder Animal which selects organic material from fine
sediments prior to ingestion or which selects
sediment of a particular size range for ingestion
SIMPER Similarity Percentage Analysis
Subtidal Waters below the low-tide mark
Taxon (plural taxa) The named taxonomic unit to which individuals, or
sets of species, are assigned (e.g. genus, species,
family etc.)
Turbidity Turbidity gives an indication of water clarity
WDL Waste Discharge Licence
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Table of Contents
Executive Summary iii
Glossary v
1 Introduction 1
1.1 Overview 1
1.2 Background 1
1.3 Aims and Objectives 2
2 Methodology 3
2.1 Sampling Locations 3
2.2 Sampling Design 5
2.3 Field Methodology 5
2.3.1 Infauna 5
2.3.2 Particle Size Distribution (PSD) 6
2.3.3 pH 6
2.3.4 Oxidation Redox Potential 6
2.4 Laboratory Methodology 6
2.4.1 Infauna 6
2.4.2 Particle Size Distribution (PSD) 7
2.5 Statistical and Analytical Methodology 7
2.5.1 General Findings 7
2.5.2 Multivariate Analyses 7
2.5.3 Univariate Analyses 7
2.5.4 Relating Physical and Biological Variables 8
2.5.5 Power Analyses 8
2.6 Quality Control Procedures 8
2.6.1 Field 8
2.6.2 Laboratory 8
2.6.3 Data Processing 9
3 Results 10
3.1 Infauna 10
3.1.1 General Findings 10
3.1.2 Analyses of Assemblages 15
3.1.3 Power Analyses 16
3.2 Particle Size Distribution (PSD) 16
3.3 pH 24
3.4 ORP 27
3.5 Relationship of Physical and Biological Variables 30
4 Discussion 31
5 Acknowledgements 32
6 References 33
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Tables
Table 2-1 Sampling design for the Intertidal Benthos Monitoring Program 5
Table 3-1 Abundance and taxon richness of infaunal assemblages collected from Darwin Harbour Inner during the Baseline Phase 11
Table 3-2 Results of PERMANOVA tests carried out for power analyses (abundance and taxon richness) for the interaction term Phase x Treatment 16
Table 3-3 PSD and median grain size of samples collected from Darwin Harbour Inner during the Baseline Phase 19
Table 3-4 Sediment pH values recorded from Darwin Harbour Inner during the Baseline Phase (n=5) 25
Table 3-5 Sediment ORP values (mV) recorded from Darwin Harbour Inner during the Baseline Phase (n=5) 28
Figures
Figure 2-1 Intertidal mudflat monitoring sites within Darwin Harbour Inner 4
Figure 2-2 Intertidal benthos sediment sampling equipment: a) Sediment Core Sampler Barrel; and b) pH and ORP measurement probes 6
Figure 3-1 Percentage contribution of abundance and taxa richness for major taxonomic groups collected from Darwin Harbour Inner during the Baseline Phase (n=180) 12
Figure 3-2 Photomicrographs of abundant and representative taxa identified during the Baseline Phase 13
Figure 3-3 Mean abundance and mean taxon richness (+/- S.E.) for infauna samples collected from Darwin Harbour Inner during the Baseline Phase (n=5) 14
Figure 3-4 Principal Coordinates Analyses (PCoA) of infaunal assemblages sampled from Darwin Harbour Inner during the Baseline Phase 15
Figure 3-5 PSD of samples collected from Darwin Harbour Inner during B1 (June 2012) (n=2) 17
Figure 3-6 PSD of samples collected from Darwin Harbour Inner during B2 (July 2012 to August 2012) (n=2) 18
Figure 3-7 Mean sediment pH values recorded from Darwin Harbour Inner during the Baseline Phase (n=5) 26
Figure 3-8 Mean sediment ORP values recorded from Darwin Harbour Inner during the Baseline Phase (n=5) 29
Figure 3-9 dbRDA Ordination of infauna assemblage data versus median grain size, pH and ORP 30
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Appendices
Appendix A: Field Data
Appendix B: GPS Postions
Appendix C: Benthos Data
Appendix D: PSD Data
Appendix E: Permanova Results
Appendix F: PERMDISP Results
Appendix G: DIST LM Results
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1 Introduction
1.1 Overview
INPEX is the operator of the Ichthys Gas Field Development Project (the Project). The Project comprises the
development of offshore production facilities at the Ichthys Field in the Browse Basin, some 820 km west-
south-west of Darwin, an 889 km long subsea gas export pipeline (GEP) and an onshore processing facility
and product loading jetty at Blaydin Point on Middle Arm Peninsula in Darwin Harbour. To support the
nearshore infrastructure at Blaydin Point, dredging works will be carried out to extend safe shipping access
from near East Arm Wharf to the new product loading facilities at Blaydin Point, which will be supported by
piles driven into the sediment. A trench will also be dredged to seat and protect the GEP for the Darwin
Harbour portion of its total length. Dredged material will be disposed at the spoil ground located
approximately 12 km north-west of Lee Point.
1.2 Background
The dredging works comprise the removal and disposal of approximately 14.6 Mm3 of material. The dredged
material will be disposed at a spoil disposal site located approximately 12 km north-west of Lee Point. The
dredging works will be undertaken in stages beginning with dredging using backhoe dredging at the MOF at
Blaydin Point.
A detailed description of the dredging and spoil disposal methodology is provided in Section 2 of the
Dredging and Spoil Disposal Management Plan (DSDMP) for East Arm (INPEX 2012). This methodology,
along with the model predictions for the Zones of Moderate Impact (ZoMI) and Zones of Influence (ZoI)
(Section 6.5.1 of the DSDMP) have been considered and guided the development of the Intertidal Benthos
Monitoring Program.
This report outlines the findings of the Intertidal Benthos Monitoring Program undertaken during the Baseline
Phase (pre-dredging) as per the methodology outlined in the NEMP (Cardno 2012). It includes results and
analyses of sampling that has been carried out to date, an outline of the methods and Quality Assurance
procedures that were adopted and a discussion of the outcomes of the baseline monitoring phase. Baseline
surveys were carried out during the Darwin dry season between 12 and 17 June 2012 (Baseline survey 1 -
B1) and 28 July 2012 to 1 August 2012 (Baseline survey 2 - B2).
The monitoring program focused on the benthic infauna (aquatic animals that live within the soft sediments of
the seabed) associated with intertidal mudflat habitat, which is estimated to cover an area of approximately
56,000 ha of Darwin Harbour (Mckinnon et al. 2006). In tropical macrotidal estuaries such as Darwin
Harbour, infaunal assemblages generally contain burrowing organisms such as polychaete worms,
amphipod crustaceans, bivalve and gastropod molluscs and other worm-like phyla such as nemerteans and
nematodes (which are often abundant). These animals are an important source of food for wading birds and
fish that live in the harbour and also help in nutrient cycling through reworking of the sediments. The
composition of infaunal assemblages is expected to vary both annually and seasonally, in relation to the
intensity of the wet season and recruitment success (Metcalfe and Glasby 2008). Infaunal assemblages also
vary largely on the type of sediment they are associated with (Brown and McLachlan 2006). Changes to
sediment PSD or physico-chemical properties of the sediments are therefore likely to affect the composition
of assemblages that are found there. Physical parameters measured as part of this program included
sediment PSD, pH and ORP, which are useful indicators of change, potentially related to dredging/spoil
disposal activity.
Dredging activity within the main harbour is not expected to result in the direct removal of intertidal habitat
(and associated infauna) outside of the dredging footprint (Figure 2-1). Re-suspension and accretion of fine
sediments mobilised during dredging works may, however, alter the physical characteristics of intertidal
mudflats within the harbour potentially affecting the composition and functioning of infaunal assemblages
(Birklund and Wijsman 2005).
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1.3 Aims and Objectives
The aim of the Intertidal Benthos Monitoring Program is to assess the effects of sedimentation from dredging
activities within the harbour on benthic infauna associated with intertidal soft sediment habitat. Key
objectives include:
> Investigate the potential effects of dredging and dredge spoil disposal on the abundance and diversity of
soft bottom infauna and epifauna communities;
> Determine how intertidal assemblages relate to physical sediment characteristics (Particle Size
Distribution (PSD), pH and Oxidation Redox Potential (ORP)) before dredging/spoil disposal compared to
during and after and how this effects abundance and diversity of soft bottom communities; and
> Follow the subsequent recovery of any infauna and epifauna that may be impacted and relate this to
depth of sedimentation, nature of sediment and ORP.
Specific objectives of the Baseline Phase are to:
> Determine the amount of spatial and temporal variability at the scale of locations and sites and between
treatments (i.e. Impact and Control sites);
> Determine how intertidal assemblages relate to physical sediment characteristics (e.g. PSD, pH and
ORP); and
> Assess the power of the sampling design in terms of detection limits for investigating before, during and
after dredging impacts.
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2 Methodology
2.1 Sampling Locations
Intertidal benthos sampling sites are shown in Figure 2-1. A total of 18 sampling sites (12 Impact and six
Control sites) were selected in relation to maximum levels of anticipated sediment accretion from dredging
operations (as indicated in Section 6.5.1 of the DSDMP). Two locations (A and B) were established at each
of the 18 sites approximately 100 m apart and parallel with the coastline. Locations were selected within a
similar depth range of 0.5 m to 1.0 m above LAT for consistency and to control for any depth related
differences in assemblage structure. Sites were selected to allow detection of broad scale variation across
Darwin Harbour Inner as well as small scale (location level) variation.
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Figure 2-1 Intertidal mudflat monitoring sites within Darwin Harbour Inner
Sites
Control Sites
Impact Sites
Sites
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2.2 Sampling Design
The sampling design is consistent with the ‘beyond BACI’ (Before, After, Control, Impact) sampling approach,
which makes use of multiple Control locations in space and time (Underwood 1991, 1992; Long et al. 1996).
This allows changes of the potential Impact locations to be evaluated against variation measured at multiple
Control locations. The design requires that sampling be carried out in at least two external Control locations
in addition to the potential Impact locations. Baseline Phase sampling was carried out twice prior to dredging
to capture natural temporal variation. As Baseline Phase surveys were carried out during the dry season,
further surveys during and after dredging will be carried out at the same time of year to allow comparison.
The monitoring program would be conducted in four Phases:
> Phase 1: Baseline sampling;
> Phase 2: During dredging (the most intensive phase);
> Phase 3: Post dredging (at the end of dredging); and
> Phase 4: Post dredging (one year post dredging).
Monitoring was undertaken at predicted Impact and Control locations in Darwin Harbour Inner. The sampling
design is outlined below (Table 2-1).
Table 2-1 Sampling design for the Intertidal Benthos Monitoring Program
Treatment Sites Locations Replicates Total Samples
(Per Survey)
Impact x12 x24 Infauna x5
PSD x2
pH x5
ORP x5
120
48
120
120
Control x6 x12 Infauna x5
PSD x2
pH x5
ORP x5
60
24
60
60
2.3 Field Methodology
2.3.1 Infauna
Sampling was carried out on a shallow drafted barge (HM Bouger) using a stainless steel sediment core
sampler with an extendable handle (Figure 2-2). The core sampler was 10 cm in diameter and collected a
maximum core length of up to 40 cm (approximately 3.1 L of sediment). The core sampler was pushed down
approximately 40 cm into the sediment and a ball and socket valve was then closed via a rope to create a
partial vacuum. As the tube was pulled up, the valve on the head assembly tightly sealed the upper end of
the sampler to prevent wash out. The corer was then lifted onto the back deck and emptied into a plastic
bucket upon release of the valve. The sample was then transferred to a 0.5 mm mesh sieve and rinsed on
board the vessel with seawater. The retained sediment and biota was then transferred to a labelled bag.
The sieve was examined after removal of retained sediment and any animals trapped in the mesh added to
the sample; it was then rinsed with water to avoid any cross-contamination. The sample was then preserved
on board the vessel in a solution of 40% formalin and seawater with Rose Bengal dye. Sample bags were
labelled internally and externally with project details, time, date, site, location and replicate number and
placed in a sealed labelled poly-drum. Five replicate samples were collected per location. Global
Positioning System (GPS) coordinates and times were recorded at the start and finish of sampling at each
location.
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2.3.2 Particle Size Distribution (PSD)
Sediment samples collected for PSD analysis were sealed into labelled bags and placed in a cooler to be
stored below 4°C until transfer to a freezer on land. They were later dispatched to an NATA accredited
laboratory (ALS Laboratories Darwin), accompanied by a Chain of Custody (CoC) document for external
laboratory analyses.
2.3.3 pH
Immediately after sample collection and prior to sieving, pH measurements were recorded using an Oakton
Instruments waterproof pH tester pen (Figure 2-2). The probe was inserted 4 cm to 5 cm into the sediment
sample and left until the value on the instrument remained stable. Values were recorded on the field data
sheet. Tester pens were calibrated prior to each field trip and rinsed in a bucket of fresh water between
measurements.
2.3.4 Oxidation Redox Potential
Immediately after sample collection and prior to sieving, ORP measurements were recorded using an Oakton
Instruments waterproof ORP tester pen (Figure 2-2). The probe was inserted 4 cm to 5 cm into the
sediment sample and left until the value on the instrument remained stable or after 30 seconds (whichever
was sooner). Measurements were then recorded on the field data sheet. Tester pens were calibrated prior
to each field trip and rinsed in a bucket of fresh water between measurements.
Figure 2-2 Intertidal benthos sediment sampling equipment: a) Sediment Core Sampler Barrel; and b) pH and ORP measurement probes
2.4 Laboratory Methodology
2.4.1 Infauna
All benthic samples for analyses of infaunal assemblages were sent via road freight to Cardno’s Sydney
laboratory for sorting, identification and enumeration. Excess formalin in samples was initially drained from
each sample over a 0.5 mm mesh sieve and disposed of appropriately. Samples were then rinsed under tap
water and transferred to an alcohol solution for preservation and further processing. Animals were removed
from the sediment and elutriate under a binocular microscope using forceps and stored according to their
a) b)
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taxonomic group with the project details and sample information. Animals were then identified to Family
level with each taxon separated into an individually labelled vial. For groups where further identification
would require a large expenditure of time (e.g. oligochaetes and nematodes) or where taxonomic status in
Australia was insufficient to achieve a finer level of identification (e.g. anemones), identification was to a
lower resolution such as Class or Sub Order.
2.4.2 Particle Size Distribution (PSD)
Samples collected for analysis of PSD were dispatched to ALS Laboratories, Darwin, a NATA accredited
laboratory, accompanied with CoC document. The distribution of particles sizes greater than 0.001 mm and
median grain size were determined using the dry sieve (AS 1289.3.6.1) and hydrometer (AS1289.3.6.3)
methods.
2.5 Statistical and Analytical Methodology
2.5.1 General Findings
General findings for infaunal assemblages are presented as total numbers of individuals and total number of
taxa (species richness) occurring among sampling locations for B1 and B2. General findings for physical
parameters (PSD, pH and ORP) are presented as averages and standard errors (SE) of the mean for B1 and
B2 for all sampling locations.
2.5.2 Multivariate Analyses
Statistical analysis of infauna data was carried out using PERMANOVA+ (based on Bray-Curtis dissimilarity
matrices) in PRIMER v6. This is a permutational approach to analysis of variance (ANOVA) that is superior
to traditional methods (Anderson et al. 2008) in that there is no assumption of normality in the data and
designs can be unbalanced (e.g. different numbers of replicate samples at different places or times) if
necessary. The approach yields exact tests for each level of an experimental design and is robust to
differences among variances. Post-hoc permutational t-tests or ‘pair-wise’ tests using PERMANOVA+ were
performed to examine significant interactions or main effects.
As transformation of data to achieve normality was unnecessary, abundance data were not transformed. In
order to help discriminate between groups of interest (in this case sites, locations and times), multivariate
data were represented graphically using Principle Coordinates Analysis (PCoA), a generalised form of
Principal Components Analysis (PCA), which complements the permutational ANOVA procedure (Anderson
et al. 2008). Samples were projected onto linear axes based on their dissimilarities in a way that best
describes the patterns among them using as few dimensions as possible (Clarke and Gorley 2006).
Similarity Percentage Analysis (SIMPER) was used to identify those taxa, or groups of taxa, contributing
most to dissimilarities between assemblages where appropriate.
Differences in the dispersion of data between surveys were examined using the PERMDISP routine in
PERMANOVA+. This routine was used to separate the effects of differences in dispersion of points within
clusters from differences in the relative positions of the clusters (Anderson et al. 2008).
The design for the statistical analyses was:
> Survey (2 levels (B1 and B2), random);
> Treatment (2 levels (Control and Impact), fixed);
> Sites (random, nested in Treatment); and
> Locations (random, nested in site).
2.5.3 Univariate Analyses
Where appropriate, univariate analyses were carried out to investigate differences in taxon richness, taxon
abundance and individual taxa contributing the most to the spatial and temporal variability among samples.
PERMANOVA+ (based on Euclidian distance) was used to perform permutational analyses of variance as
this approach does not require that the data come from a normal distribution or that variances are
homogeneous, as is the case with traditional ANOVA. After calculating a Euclidean distance matrix of all
possible pairs of samples of the variable of interest, the underlying distribution of the data was determined by
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repeated randomisation of the samples in the matrix, enabling exact tests for all levels of the experimental
design (Anderson et al. 2008).
2.5.4 Relating Physical and Biological Variables
To examine the relationship between the physical variables of PSD, pH and ORP with the biotic data, a sub-
program within the PRIMER package called Distance Based Linear Models (DIST-LM) was used. DIST-LM
analyses and models the relationship between a multivariate data cloud (as described by a resemblance
matrix) and one or more predictor variables that were measured from the same set of samples. P-values for
testing the null hypothesis of no relationship are obtained using permutation methods rather than traditional
tables.
2.5.5 Power Analyses
Data from B1 and B2 were used to simulate a third set of data representing the first of two surveys to be
carried out during Phase 2 (during dredging). Sets of random numbers were generated in Excel and a
correction factor (or multiplier) applied to simulate a specified percentage decrease in abundance and taxa
richness (assuming a dredging related impact) relative to the known survey means for B1 and B2.
The results of B1, B2 and the simulated data set were then analysed in PRIMER using the PERMANOVA+
statistical routine. The statistical design was the same as indicated in Section 2.5.2 except with the added
factor of ‘Phase’ above the factor ‘Survey’:
> Phase (2 levels (Before and During), fixed;
> Survey (2 levels (Survey 1 and Survey 2), random, nested within Phase;
> Treatment (2 levels (Control and Impact), fixed);
> Sites (random, nested in Treatment); and
> Locations (random, nested in site).
This analysis was repeated ten consecutive times to allow the percentage change in abundance and taxa
richness that was detectable with an 80% to 100% confidence limit to be determined.
2.6 Quality Control Procedures
2.6.1 Field
As per the requirements of INPEX’s Waste Discharge Licence (WDL) and EPA 8 permit conditions on
reporting, a unique sample code, a record of the GPS position, time, date, depth, name of the sampler,
sediment type and weather conditions were recorded on waterproof field sheets for all replicate samples
collected. All data were then transcribed into the master project database linked to each unique sample
code. GPS positions were downloaded into Excel format then imported into the master database. A
photographic record was also archived for each PSD grab sample collected. Hard copies of all original
datasheets were scanned and stored electronically within the master database.
CoC documentation accompanied all consignments of samples being transported from one party to another.
Field Quality Control included the collection and analysis of a duplicate sample at a randomly selected
location. External laboratory quality assurance included the use of replicate environmental samples.
2.6.2 Laboratory
All samples were logged upon receipt from the field on a laboratory management sheet. In the laboratory, a
sample sign-in/sign out system was used to track sample status and time required to process each sample.
For each sample, the sediment remaining after removal of all biota was checked by a second experienced
scientist to recover any missed organisms. Verification of identifications and counts were completed by a
second experienced scientist on all samples. A voucher collection was retained for future comparison and
identification. External laboratory quality assurance included the use of blind replicate environmental
samples.
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2.6.3 Data Processing
Prior to use in statistical analyses, data files were locked to avoid corruption or accidental overwrite. Field
data was error checked before undertaking further analysis or presentation using a two-scientist, digital and
hard copy procedure. This involved one person entering the data and two scientists then checking the digital
and hardcopies against each other.
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3 Results
3.1 Infauna
3.1.1 General Findings
Surveys for intertidal mudflat infauna were carried out during the Darwin dry season between 12 and 17 June
2012 (B1) and between 28 July 2012 and 1 August 2012 (B2). Field notes, including sample volumes,
sediment descriptions and GPS positions of sampling locations (WGS 84), are presented in Appendix A and
Appendix B.
A total of 5,050 individual animals comprised of 105 taxa were recorded from B1 and 4,346 individuals
comprised of 93 taxa were recorded from B2. In both surveys, a diverse range of taxa were collected,
including polychaete worms (from a variety of families), crustaceans (including isopods, amphipods,
cumaceans, crabs and burrowing shrimp), molluscs (gastropods, bivalves and opisthobranchs), echinoderms
(ophiuroids and holothuroids) and other worm taxa such as nematodes, nemerteans, oligochaetes,
phoronids, platyhelminthes and sipunculids. Other groups recorded included anemones, hydrozoans,
sponges and pycnogonids (sea spiders).
Polychaete worms were the most numerically abundant of the major taxonomic groups in B1 and B2 (Table
3-1, Figure 3-1). This was followed by Crustacea, other worm phyla (e.g. nemerteans, nematodes,
phoronids and sipunculids), Mollusca, Echinodermata and other phyla (e.g. anemones, hydroids, sponges
and sea spiders) for both B1 and B2 (Table 3-1, Figure 3-1). In B2, polychaete worms were also the most
diverse in terms of taxa richness, followed by Crustacea, Mollusca, other phyla, other worms and
Echinodermata, although in B2, Crustaceans were the most diverse group followed by Polychaeta, Mollusca,
Other worms/phyla and Echinodermata (Table 3-1, Figure 3-1).
The most numerically abundant taxa throughout the Baseline Phase were similar, with polychaete worms
from the family Magelonidae being the most numerically abundant in both B1 and B2 (contributing 27% and
18.7% total abundance for B1 and B2 respectively). In B1, this was followed by isopod crustaceans from the
family Apseudidae (10.4%), polychaetes from the families Spionidae (8.0%), Capitellidae (5.0%) and
Nereididae (3.8%), nemerteans (3.6%), nematodes (3.0%) and polychaetes from the families Maldanidae
(3.0%), Glyceridae (2.7%) and Lumbrineridae (2.1%).
In B2, following the Magelonidae, the most numerically abundant taxa were polychaete worms from the
(4%), Nereids (2.5%), Glycerids (2.5%), amphipod crustaceans from the family Melitidae (2.4%) and
Lumbrinerids (2.2%). Photomicrographs of the most abundant taxa recorded are presented in Figure 3-2. A
complete list of all taxa and raw abundance data is presented in Appendix C.
Mean abundance and taxon richness for all locations sampled during B1 and B2 are presented in Figure 3-
3. In both surveys the greatest number of individuals were collected from site 6 (locations A and B), located
several kilometres upstream from Blaydin Point within the Elizabeth River. Site 3 (locations A and B),
located within East Arm, was the most depauperate of all sites in both surveys. Mean abundance of Impact
sites was not significantly different from that of the Control sites, although mean taxon richness was
significantly greater at Control sites (P=<0.01), with the greatest diversity in taxa found at sites 13 (location
A) and 14 (location B) in B1, and sites 16 (location B) and 18 (location A) in B2.
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Table 3-1 Abundance and taxon richness of infaunal assemblages collected from Darwin Harbour Inner during the Baseline Phase
B1 = June 2012, B2 = July/August 2012
Abundance Taxon Richness
Major Taxonomic Group B1 B2 B1 B2
Polychaeta 3,267 2,845 32 35
Crustacea 1,043 939 38 28
Mollusca 277 174 21 15
Echinodermata 27 66 2 2
Other worm phyla 419 271 6 6
Other phyla 17 51 6 7
Total per Survey 5,050 4,346 105 93
Baseline Total 9,396 116
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Figure 3-1 Percentage contribution of abundance and taxa richness for major taxonomic groups collected from Darwin Harbour Inner during the Baseline Phase (n=180)
B1- Abundance B2- Abundance
B1- Taxon Richness B2- Taxon Richness
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Figure 3-2 Photomicrographs of abundant and representative taxa identified during the Baseline Phase
Polychaetes: a) Magelonidae; b) Capitellidae; c) Nereididae; and d) Spionidae. Crustaceans: e)
Apseudidae; and f) Calliannassidae, g) Sea spider (Pycnogonida), and h) Ophiuroid (Echinodermata)
a) b)
c) d)
e) f)
g) h)
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0
2
4
6
8
10
12
14
16
18
20
Mean
Nu
mb
er
of
Taxa (
+/-
S.E
.)
Location
Mean Taxon Richness
Figure 3-3 Mean abundance and mean taxon richness (+/- S.E.) for infauna samples collected from Darwin Harbour Inner during the Baseline Phase (n=5)
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3.1.2 Analyses of Assemblages
Infaunal assemblages sampled from Impact and Control sites did not vary significantly from each other within
or between B1 and B2 (Appendix E). This is illustrated in the PCoA plot (Figure 3-4) which shows that only
19% of the total variation can be explained by differences among samples. PERMDISP indicated that the
variability among assemblages for B1 and B2 was also similar (Appendix F).
While larger scale variation was not evident, variation at the scale of sites (i.e. kilometres) and locations
(i.e. tens of metres) was significant, although these patterns were not consistent between B1 and B2.
Figure 3-4 Principal Coordinates Analyses (PCoA) of infaunal assemblages sampled from Darwin Harbour Inner during the Baseline Phase
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3.1.3 Power Analyses
Power analyses indicated that for the current sampling design, a 30% change in species abundance and a
20% change in taxon richness in the Dredging Phase can be detected with a 100% confidence. The
statistical results for each simulation run as part of the analyses are shown in Table 3-2.
Table 3-2 Results of PERMANOVA tests carried out for power analyses (abundance and taxon richness) for the interaction term Phase x Treatment
P< 0.05 = Significant. Significant values in bold
P-Value
Simulation # Abundance Taxon richness
1 0.0405 0.0105
2 0.0315 0.0065
3 0.0375 0.0070
4 0.0340 0.0145
5 0.0300 0.0085
6 0.0495 0.0090
7 0.0400 0.0310
8 0.0465 0.0245
9 0.0440 0.0235
10 0.0290 0.0295
3.2 Particle Size Distribution (PSD)
Sediments sampled during B1 generally consisted of a high proportion of clay and silt (<60 µm) with varying
amounts of fine sand and small proportions of gravel at some sites (Figure 3-5, Table 3-3). Sites 8 and 13
had notably higher proportions of sand than other sites, and site 10 (location A) and site 11 (location A)
contained higher proportions of gravel (shell grit). PSDs recorded for B2 were generally similar to B1
(Figure 3-6, Table 3-3) and no significant differences in median grain size were evident between Impact and
Control sites. A large amount of fine organic matter was noted within the sediment samples collected in the
field, particularly within the creeks. Raw PSD data is presented in Appendix D.
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Figure 3-5 PSD of samples collected from Darwin Harbour Inner during B1 (June 2012) (n=2)
B1
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Figure 3-6 PSD of samples collected from Darwin Harbour Inner during B2 (July 2012 to August 2012) (n=2)
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Table 3-3 PSD and median grain size of samples collected from Darwin Harbour Inner during the Baseline Phase
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Table 3-3 Continued.
B1
Site 17 17 18 18
Location A B A B
Clay (<2 µm) 46.5 49 41.5 42.5
Silt (2-60 µm) 42.5 45 42 42
Sand (0.06-2.00 mm) 11 6 16.5 15.5
Gravel (>2mm) 0 0 0 0
Median Grain Size (mm) n=2 0.0035 0.0015 0.0065 0.011
Sediment DescriptionSilty clay and
fine sand
Silty clay and
fine sand
Silty clay and
fine sand
Silty clay and
fine sand
B2
Site 17 17 18 18
Location A B A B
Clay (<2 µm) 52.5 51.5 55.5 48.5
Silt (2-60 µm) 39.5 38.5 33.5 34
Sand (0.06-2.00 mm) 8 10 11 17.5
Gravel (>2mm) 0 0 0 0
Median Grain Size (mm) n=2 0.001 0.001 0.001 0.0035
Sediment DescriptionSilty clay Silty clay
Silty clay and
fine sand
Silty clay and
fine sand
Control
Control
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3.3 pH
Results of sediment pH testing from B1 and B2 are presented in Table 3-4 and Figure 3-7. Raw field data are presented in Appendix A. Mean sediment pH (n=5) ranged between 6.99 at site 6 (locations A and B) and 7.76 at site 8 (location B) during B1. During B2, mean sediment pH (n=5) ranged between 6.99 at site 2 (location A) and site 6 (location A) up to 7.83 at site 7 (location A).
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Table 3-4 Sediment pH values recorded from Darwin Harbour Inner during the Baseline Phase (n=5)
pH -log [H+]
B1 B2
Treatment Site Mean S.E Mean S.E
Impact
1A 7.48 0.037 7.24 0.063
1B 7.39 0.023 7.27 0.012
2A 7.23 0.048 6.99 0.028
2B 7.05 0.092 7.05 0.068
3A 7.55 0.022 7.54 0.021
3B 7.53 0.065 7.48 0.046
4A 7.52 0.029 7.39 0.024
4B 7.46 0.005 7.42 0.017
5A 7.26 0.120 7.47 0.012
5B 7.45 0.015 7.27 0.050
6A 6.99 0.035 6.99 0.156
6B 6.99 0.070 7.13 0.073
7A 7.05 0.063 7.83 0.026
7B 7.40 0.042 7.20 0.028
8A 7.73 0.029 7.72 0.021
8B 7.76 0.008 7.74 0.025
9A 7.55 0.027 7.38 0.039
9B 7.55 0.015 7.45 0.043
10A 7.09 0.079 7.20 0.080
10B 7.14 0.087 7.55 0.026
11A 7.60 0.008 7.68 0.049
11B 7.61 0.031 7.42 0.075
12A 7.54 0.035 7.34 0.019
12B 7.27 0.213 7.22 0.028
Contr
ol
13A 7.53 0.028 7.59 0.019
13B 7.72 0.036 7.70 0.023
14A 7.56 0.051 7.41 0.056
14B 7.29 0.060 7.31 0.024
15A 7.50 0.021 7.44 0.032
15B 7.44 0.033 7.39 0.039
16A 7.45 0.018 7.27 0.052
16B 7.45 0.051 7.34 0.055
17A 7.43 0.024 7.26 0.012
17B 7.39 0.034 7.24 0.028
18A 7.32 0.042 7.25 0.040
18B 7.25 0.101 7.18 0.131
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Figure 3-7 Mean sediment pH values recorded from Darwin Harbour Inner during the Baseline Phase (n=5)
6.40
6.60
6.80
7.00
7.20
7.40
7.60
7.80
8.00
pH
-lo
g [
H+
] +
/- S
.E.
Location
pH - B1
6.20
6.40
6.60
6.80
7.00
7.20
7.40
7.60
7.80
8.00
pH
-lo
g [
H+
] +
/- S
.E.
Location
pH - B2
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3.4 ORP
Mean ORP (n=5) indicated that intertidal sediments were strongly reducing at the majority of sites during
both B1 and B2, with the exception of site 8 (locations A and B) and site 10 (location A) in B1 (Table 3-5,
Figure 3-8). ORP values ranged between -193 mV at site 12 (location B) and +236 mV at site 8 (location A)
during B1 and between -181 mV at site 9 (location A) and -44 mV at site 2 (location A) during B2.
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Table 3-5 Sediment ORP values (mV) recorded from Darwin Harbour Inner during the Baseline Phase (n=5)
ORP (mV)
B1 B2
Treatment Location Mean S.E Mean S.E
Impact
1A -110 18.28 -125 9.10
1B -49 76.17 -115 10.40
2A -151 14.03 -44 61.02
2B -161 6.15 -93 13.18
3A -168 3.06 -170 10.56
3B -158 3.26 -120 27.61
4A -167 11.42 -116 8.77
4B -173 2.82 -155 3.64
5A -106 6.54 -128 10.17
5B -170 10.85 -154 5.97
6A -167 12.64 -140 19.78
6B -86 17.58 -139 8.08
7A -136 5.68 -118 3.57
7B -147 4.20 -154 1.83
8A 236 35.87 -113 23.09
8B 38 26.56 -140 10.98
9A -176 3.80 -181 3.63
9B -140 8.22 -171 18.06
10A 120 29.61 -167 11.17
10B -102 20.88 -146 5.53
11A -164 1.75 -109 23.64
11B -147 5.23 -179 10.53
12A -105 8.70 -130 13.29
12B -193 3.02 -73 9.73
Contr
ol
13A -136 25.46 -169 10.30
13B -135 17.79 -123 24.47
14A -186 6.79 -153 13.13
14B -94 18.82 -124 27.08
15A -166 5.20 -176 8.89
15B -192 1.96 -173 12.27
16A -167 4.26 -154 6.76
16B -144 12.25 -132 7.53
17A -115 5.14 -142 11.47
17B -138 4.40 -120 28.12
18A -121 4.42 -140 15.43
18B -103 13.15 -144 7.12
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Figure 3-8 Mean sediment ORP values recorded from Darwin Harbour Inner during the Baseline Phase (n=5)
-300
-200
-100
0
100
200
300
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
15A
15B
16A
16B
17A
17B
18A
18B
OR
P (
mV
)
Location
ORP - B1
-200
-150
-100
-50
0
50
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8A
8B
9A
9B
10A
10B
11A
11B
12A
12B
13A
13B
14A
14B
15A
15B
16A
16B
17A
17B
18A
18B
OR
P (
mV
)
Location
ORP - B2
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3.5 Relationship of Physical and Biological Variables
Examination of the distance based linear model indicated that very little of the variation of the infaunal
assemblage could be attributed to the physical variables measured (median grain size, pH and ORP).
Cumulatively these variables explained less than 5% of the total variation (R2 for each individual variable
against the infaunal data cloud = <0.04). This is illustrated in the distance based redundancy analyses
ordination (dbRDA) (Figure 3-9). Statistical results are presented in Appendix G.
Figure 3-9 dbRDA Ordination of infauna assemblage data versus median grain size, pH and ORP
(mV)
(-log [H+])
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4 Discussion
The intertidal mudflats of Darwin Harbour Inner appear to provide habitat for a relatively diverse assemblage
of infauna, dominated by benthic polychaetes from the families Magelonidae, Maldanidae, Capitellidae,
Spionidae, Nereididae and Lumbrineridae among others. Three of these families (Nereididae, Capitellidae
and Spionidae) were also found to be numerically abundant within mangrove habitats of Darwin Harbour in
an earlier study of polychaetes and other worm taxa (Metcalfe and Glasby 2008) where they comprised over
80% of all worms sampled. These families are commonly associated with intertidal and inshore subtidal
habitats throughout Australia and are predominantly deposit feeders, obtaining their nutrition from organic
material found in the fine sand and mud which they ingest. Of the other numerically abundant taxa recorded
in this program, Nematodes and Nemerteans have also been sampled previously from Darwin Harbour in
relatively high abundance. These carnivores are commonly found in intertidal soft sediments and prey upon
crustaceans and polychaetes. Crustaceans, including tanaids (from the family Apseudidae), amphipods
(from the families Aoridae, Photidae, Isaidae and Melitidae) and decapods, including grapsid crabs and
calliannassid shrimp (ghost shrimp), were also among those taxa recorded in relatively high abundance.
Deposit feeding crabs and shrimp and amphipods such as these are commonly found in association with
intertidal sand and mudflats.
Infaunal invertebrates found in intertidal sediments of the northwest and southern shelf of Australia are
generally higher than elsewhere in comparable habitats (Connell and Gillanders 2007). Over 500 taxa have
been found in temperate and tropical bays (Coleman et al. 1997; Ward et al. 2006; Long et al. 1995).
Comparably, a total of 116 taxa were sampled across B1 and B2.
Infaunal assemblages varied at the scale of sites and locations (within sites), but not at the larger scale and
these patterns were not consistent between B1 and B2. Variation at these scales and over a period of five to
six weeks (the time between B1 and B2) would be expected, due to the dynamic nature of the estuary and
variation in how different parts of the estuary are affected by tides and hydrology. No significant differences
were evident between the Impact and Control sites within or between surveys, which suggests they may be
suitable for investigating the impacts of dredging and/or sedimentation on infaunal assemblages in a multiple
lines of evidence approach.
Mean sediment pH and ORP were within the ranges that would be considered normal for similar estuarine
systems. The very low ORP values are likely to be a result of the high proportion of fine clay and silt in the
samples, which limit water circulation and hence oxygenation potential (although this would also depend on
the amount of oxygen available in the water column). PSD may therefore explain the oxidising sediment
characteristics of site 8 which had a higher proportion of coarser sand fractions than at other sites.
Furthermore, decomposition of organic material observed within the sediments by bacteria would lead to
rapid oxygen consumption and depletion, which may explain the generally low ORP values and strongly
reducing conditions. Due to lack of correlation between ORP values and faunal assemblages, and the high
level of variation (at a small scale), it is unlikely that changes in ORP values would be indicative of dredging
related impacts.
Multiple biotic and abiotic factors are reported to affect the distributional patterns of shallow water benthic
infauna (Currie and Small 2006), with one of the major physical influences being PSD (Brown and
McLachlan 2006; Butman and Grassle 1992; Sundberg and Kennedy 1993). However, results of the
distance based linear model do not indicate any clear relationship between median grain size and the
infaunal assemblage data. This is not due to inadequacies of the model (which captures around 90% of the
fitted variation), but means that the infaunal assemblage observed was ubiquitous across the relatively fine
range of fractions which was too small to resolve any pattern.
Results of the power analyses indicate that the spatial and temporal replication of the sampling design is
robust enough to detect a 20% to 30% change in the infaunal assemblage that may occur as a result of
dredging related activity and therefore reinforces the confidence that the objectives of the informative
sampling program will be met. These confidence limits are also likely to be improved once further data has
been collected throughout the course of the monitoring program.
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5 Acknowledgements
This report was written by Kate Reeds and reviewed by Dr Peggy O Donnell. Fieldwork was carried out by
Kate Reeds, Peggy O’Donnell, Dan Aveling, Oliver Silver, Janice Warren, Luke Heames and Ivon Sebastian.
Laboratory work was carried out by Rick Johnson, Dr Rad Nair, Belinda Parkes, Molly Scott, Sean Smith,
Greig Campbell, Caroline Bathje, Sarah Fitzsimmons, Kelly Davis, Ben Muscat, Yesmin Chikhani, Christina
Choo and Belinda Cook. Molly Scott and Sean Smith assisted in report preparation. Thanks to Work Boats
Northern Australia for providing crew and vessel.
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6 References
Anderson, M. J., Gorley, R. N. and Clarke, K. R. (2008). PERMANOVA+ for PRIMER: Guide to Software and Statistical Methods. PRIMER-E: Plymouth, UK.
Brown, A. C. and McLachlan, A. (2006). The Ecology of Sandy Shores. Academic Press, Burlington, Massachusetts.
Birklund, J. and Wijsman, J.W.M. (2005). Aggregate extraction: a review on the effect on ecological functions. WL Delft Hydraulics, Report Z3297.10.
Butman, C. A. and Grassle J. P.(1992). Active habitat selection by Capitella sp.-i larvae. 1. Two-choice experiments in still water and flume flows. Journal of Marine Research, 50, pp. 669–715.
Cardno (2012). Ichthys Project: Nearshore Environmental Monitoring Plan (NEMP). Prepared for INPEX, August 2012.
Clarke, K. R. and Gorley, R. N. (2006). PRIMER v6: User Manual/Tutorial, PRIMER-E: Plymouth, U.K.
Coleman, N., Gason, A.S.H. and Poore, G.C.B. (1997). High species richness in the shallow marine waters of south-east Australia. Marine Ecology Progress Series, 154, pp. 17–26.
Connell, S. and Gillanders, B. (2007). Marine Ecology. Oxford University Press. Melbourne Victoria.
Currie, D.R. and Small, K.J. (2006). The influence of dry-season conditions on the bottom dwelling fauna of an east Australian sub-tropical estuary. Hydrobiologia, 560, pp. 345–361.
INPEX (2012). Dredging and Spoil Disposal Management Plan - East Arm (DSDMP). INPEX Operations Australia Pty Ltd.
Long, B.G., Dennis, D.M., Skewes, T.D. and Poiner, I.R. (1996). Detecting an environmental impact of dredging on seagrass beds with a BACI sampling design. Aquatic Botany, 53, pp. 235-243.
Mckinnon, A.D., Smit, N., Townsend, S. and Duggan, S. (2006). Darwin Harbour: water quality and ecosystem structure in a tropical harbour in the early stages of development. In. Wolanski, E. The Environment in Asia Pacific Harbours. Springer Dordrecht, pp. 433-459.
Metcalfe K, and Glasby, C. (2008). Diversity of Polychaeta (Annelida) and other worm taxa in mangrove habitats of Darwin Harbour, northern Australia. Journal of Sea Research, 59, pp. 70-82.
Sundberg, K. and Kennedy, V.S. (1993). Larval settlement of the Atlantic regia, Rangia cuneata (Bivalvia: Mactridae). Estuaries, 16, pp. 223–228.
Underwood, A.J. (1991). Beyond BACI: experimental designs for detecting human environmental impacts on temporal variations in natural populations. Australian Journal of Marine and Freshwater Research, 42, pp. 569-587.
Underwood, A.J. (1992). Beyond BACI: the detection of environmental impacts on populations in the real, but variable, world. Journal of Experimental Marine Biology and Ecology, 161, pp. 145-178.
Ward, T.M., Sorokin, S.J., Currie, D.R., Rogers P.J. and MacLeay, L.J. (2006). Epifaunal assemblages of the eastern Great Australian Bight: effectiveness of a benthic protection zone in representing regional biodiversity. Continental Shelf Research, 26, pp. 25-40.
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Ichthys Nearshore Environmental
Monitoring Program
APPENDIX A FIELD DATA
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Appendix A. Field Data
Survey 1
Infauna
SITE Rep Date Time Depth (m) Sample Vol (l) pH ORP Comments
1 12.06.12 14:45 1.2 3/4 7.46 -46 high fines content
2 14:46 1.2 3/4 7.51 -121 stomatopod very high fines
3 14:48 1.2 3/4 7.59 -144
4 14:51 1.2 3/4 7.48 -95
5 14:53 1.2 3/4 7.36 -143
SITE Rep Time Depth (m) Sample Vol (l) Comments
1 12.06.12 14:27 1.6 500ml
2 14:35 1.4 500ml
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 12.06.12 13:40 2.1 full 7.34 -289
2 13:50 2 full 7.47 -140
3 14:14 1.7 3/4 7.4 90
4 14:17 1.7 3/4 7.39 -34
5 14:19 1.7 3/4 7.35 126
SITE Rep Time Depth (m) Sample Vol (l) Comments
1 12.06.12 14:09 2 300ml
2 14:12 1.6 300ml
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 15.06.12 13:50 1.2 1/2 7.04 -139 fine mud
2 13:50 1.2 1/2 7.29 -139 muddy clay
3 13:50 1.2 1/2 7.3 -116 small amount of detritis +
4 13:50 1.2 1/2 7.25 -162 shell grit
5 14:03 1.2 1/2 7.27 -199
SITE Rep Time Depth (m) Sample Vol (l) Comments
1 15.06.12 14:00 2 500ml
2 14:02 2 500ml
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 15.06.12 14:10 1.9 1/2 7.15 -155
2 1.9 1/2 6.8 -146
3 1.9 1/2 7.22 -155
4 1.9 1/2 6.85 -171
5 14:26 1.9 1/2 7.22 -180
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 15.06.12 14:28 500ml
2 500ml2B
Grain Size
2A
2B
Grain Size
1A
1A
1B
Grain Size
Grain Size
1B
2A
Cardno
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Appendix A. Continued
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 16.06.12 8:05 2.1 1/2 7.52 -161 clay/fines mud
2 7.64 -171 lots of fine detritis
3 7.53 -160 all sediment through sieve
4 8:25 7.53 -175 fine detritis left
5 8:28 7.55 -172
SITE Rep Time Depth (m) Sample Vol (l) Comments
1 16.06.12 8:20 500ml
2 8:23 500ml
8:27
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 16.06.12 8:34 1.9 1/2 7.45 -155
2 1.9 1/2 7.78 -162
3 1.9 1/2 7.48 -156
4 8:43 1.9 1/2 7.42 -150
5 1.9 1/2 7.54 -169
SITE Rep Time Depth (m) Sample Vol (l) Comments
1 16.06.12 8:44 1.9 500ml
2 500ml
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 16.06.12 12:35 1.5 1/2 7.54 -132 fine mud/silt
2 1.5 1/2 7.61 -168 shell grit- very little detritis
3 1.5 1/2 7.45 -154 big snapping shrimp
4 12:42 1.5 1/2 7.53 -189
5 12:47 1.5 1/2 7.46 -194
SITE Rep Time Depth (m) Sample Vol (l) Comments
1 16.06.12 500ml
2 12:47 500ml
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 16.06.12 12:58 1.2 1/2 7.47 -168 very fine silt and mud
2 1.2 1/2 7.47 -182 very little detritis
3 13:04 1.2 1/2 7.45 -176
4 1.2 1/2 7.47 -167
5 1.2 1/2 7.45 -170
SITE Rep Time Depth (m) Sample Vol (l) Comments
1 16.06.12 13:08 1.2 500ml
2 500ml
Grain Size
4B
4A
4B
3B
Grain Size
3B
4A
3A
Grain Size
3A
Grain Size
Cardno
Intertidal Benthos Baseline Monitoring Report Ichthys Nearshore Environmental Monitoring Program
Prepared for INPEX
Appendix A. Continued
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
1 13.06.12 14:05 1.2 3/4 7.27 -90 close to Rhig routs site
2 14:08 1.2 3/4 6.83 -98 much organic matter/woody
3 14:10 1.2 3/4 7.38 -126 debris
4 14:13 1.2 3/4 7.28 -100 prawns>phetes
5 14:15 1.2 3/4 7.56 -116
SITE Rep Time Depth (m) Sample Vol (l) Comments
1 13.06.12 14:30 1.2 500ml
2 14:35 1.2 500ml
Infauna
SITE Rep Time Depth (m) Sample Vol (l) pH ORP Comments
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-002 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-003 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-004 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-005 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-006 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
5
0.04
90.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-007 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-008 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-009 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
7
0.04
90.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-010 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-011 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-012 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
7
0.04
90.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-013 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-014 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
5
0.04
90.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-015 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-016 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-017 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-018 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-019 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-020 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-021 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
5
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-022 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-023 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
5
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-024 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
5
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-025 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-026 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-027 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-028 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-029 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
70.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-030 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
70.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-031 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
70.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-032 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
70.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-033 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-034 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-035 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-036 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-037 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-038 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-039 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-040 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-041 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
70.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-042 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-043 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-044 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-045 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-046 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-047 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-048 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-049 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-050 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
70.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-051 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
70.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-052 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.02
0
0.04
0
0.05
70.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-053 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-054 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-055 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-056 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-057 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-058 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-059 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-060 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-061 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-062 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
40.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-063 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
7
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-064 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
9
0.03
8
0.05
20.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-065 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
5
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-066 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
7
0.03
5
0.04
90.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-067 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
5
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-068 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
5
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-069 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
8
0.03
7
0.04
90.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-070 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.00
9
0.01
7
0.03
5
0.04
90.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-071 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
5
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Jul-2012
COMPANY: DATE RECEIVED: 19-Jun-2012
ADDRESS: REPORT NO: EN1202230-072 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
5
0.01
0
0.01
8
0.03
5
0.05
00.
075
0.15
0
0.30
0
0.42
50.
600
1.18
2.36
4.75 9.5
19.0
37.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-001 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 99%
0.300 98%
0.150 97%
0.075 84%
Particle Size (microns)
52 67%
37 60%
18 56%
9 49%
5 42%
3 41%
1 41%
Median Particle Size (mm) 0.010
0.001 47
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S1 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-001 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 99%
0.300 98%
0.150 97%
0.075 84%
Particle Size (microns)
52 67%
37 60%
18 56%
9 49%
5 42%
3 41%
1 41%
Median Particle Size (mm) 0.010
0.001 47
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S1 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-002 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 98%
0.300 98%
0.150 96%
0.075 81%
Particle Size (microns)
52 60%
37 54%
18 49%
9 44%
5 38%
3 37%
1 37%
Median Particle Size (mm) 0.020
0.001 52
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S1 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-003 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 98%
0.300 98%
0.150 98%
0.075 89%
Particle Size (microns)
49 70%
36 61%
18 55%
9 51%
5 44%
3 42%
1 40%
Median Particle Size (mm) 0.009
0.001 46
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S1 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
36
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-004 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 99%
0.300 99%
0.150 98%
0.075 89%
Particle Size (microns)
51 65%
36 59%
18 53%
9 46%
5 40%
3 39%
1 38%
Median Particle Size (mm) 0.016
0.001 50
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S1 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
36
0.0
51
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-005 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 100%
0.300 100%
0.150 99%
0.075 99%
Particle Size (microns)
49 86%
35 83%
17 77%
9 73%
5 66%
3 64%
1 56%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S2 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-006 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 100%
0.300 100%
0.150 99%
0.075 99%
Particle Size (microns)
49 91%
35 89%
17 84%
9 78%
5 72%
3 70%
1 62%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S2 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-007 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 100%
0.300 99%
0.150 99%
0.075 98%
Particle Size (microns)
49 85%
35 81%
17 78%
9 73%
5 65%
3 60%
1 56%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S2 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-008 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 100%
0.300 100%
0.150 99%
0.075 98%
Particle Size (microns)
49 84%
35 82%
17 75%
9 70%
5 63%
3 59%
1 57%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S2 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-009 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 99%
1.18 98%
0.600 97%
0.425 96%
0.300 95%
0.150 92%
0.075 81%
Particle Size (microns)
52 65%
37 60%
18 54%
9 50%
5 43%
3 41%
1 41%
Median Particle Size (mm) 0.010
0.001 47
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S3 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-011 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 98%
2.36 96%
1.18 93%
0.600 90%
0.425 88%
0.300 86%
0.150 80%
0.075 60%
Particle Size (microns)
54 44%
38 42%
19 38%
10 33%
5 29%
3 27%
1 27%
Median Particle Size (mm) 0.054
0.001 60
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S3 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-012 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 98%
2.36 96%
1.18 92%
0.600 89%
0.425 88%
0.300 86%
0.150 81%
0.075 60%
Particle Size (microns)
52 43%
38 37%
19 35%
10 31%
5 27%
3 25%
1 25%
Median Particle Size (mm) 0.052
0.001 60
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S3 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-013 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 99%
0.075 97%
Particle Size (microns)
49 80%
35 75%
17 72%
9 65%
5 61%
3 57%
1 52%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S4 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-014 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 99%
0.300 99%
0.150 99%
0.075 98%
Particle Size (microns)
49 84%
35 81%
17 76%
9 69%
5 59%
3 59%
1 53%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S4 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-015 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 99%
0.300 99%
0.150 99%
0.075 92%
Particle Size (microns)
49 77%
37 70%
18 66%
9 62%
5 56%
3 53%
1 48%
Median Particle Size (mm) 0.002
0.001 33
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S4 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-016 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 100%
0.300 99%
0.150 99%
0.075 94%
Particle Size (microns)
49 74%
37 68%
18 62%
9 58%
5 52%
3 50%
1 46%
Median Particle Size (mm) 0.004
0.001 39
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S4 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-017 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 95%
4.75 93%
2.36 92%
1.18 90%
0.600 89%
0.425 88%
0.300 87%
0.150 86%
0.075 81%
Particle Size (microns)
52 61%
37 54%
18 48%
10 43%
5 41%
3 39%
1 37%
Median Particle Size (mm) 0.024
0.001 53
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S5 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-018 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 99%
2.36 97%
1.18 94%
0.600 92%
0.425 91%
0.300 89%
0.150 87%
0.075 80%
Particle Size (microns)
52 58%
37 52%
18 46%
10 42%
5 39%
3 39%
1 37%
Median Particle Size (mm) 0.031
0.001 55
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S5 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-019 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 97%
1.18 93%
0.600 89%
0.425 85%
0.300 82%
0.150 76%
0.075 66%
Particle Size (microns)
52 45%
38 39%
19 37%
10 35%
5 31%
3 31%
1 29%
Median Particle Size (mm) 0.052
0.001 60
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S5 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-020 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 98%
2.36 95%
1.18 91%
0.600 87%
0.425 82%
0.300 77%
0.150 66%
0.075 58%
Particle Size (microns)
52 43%
37 40%
18 36%
10 33%
5 31%
3 30%
1 28%
Median Particle Size (mm) 0.052
0.001 60
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S5 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-021 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 99%
4.75 98%
2.36 96%
1.18 93%
0.600 91%
0.425 91%
0.300 90%
0.150 89%
0.075 88%
Particle Size (microns)
52 76%
37 73%
18 69%
9 62%
5 54%
3 51%
1 48%
Median Particle Size (mm) 0.003
0.001 37
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S6 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-022 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 99%
2.36 97%
1.18 94%
0.600 92%
0.425 91%
0.300 91%
0.150 90%
0.075 88%
Particle Size (microns)
52 72%
37 68%
18 66%
9 60%
5 52%
3 50%
1 45%
Median Particle Size (mm) 0.004
0.001 40
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S6 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-023 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 98%
0.425 97%
0.300 96%
0.150 94%
0.075 90%
Particle Size (microns)
52 78%
37 75%
18 73%
9 68%
5 60%
3 59%
1 50%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S6 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-024 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 98%
0.150 97%
0.075 94%
Particle Size (microns)
49 76%
35 74%
17 70%
9 64%
5 56%
3 52%
1 51%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S6 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-025 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 81%
4.75 77%
2.36 75%
1.18 72%
0.600 70%
0.425 69%
0.300 69%
0.150 68%
0.075 59%
Particle Size (microns)
54 28%
38 27%
19 25%
10 22%
5 19%
3 19%
1 18%
Median Particle Size (mm) 0.064
0.001 61
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay, shell and fine sand
INT2 S7 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-026 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 79%
4.75 68%
2.36 63%
1.18 60%
0.600 58%
0.425 57%
0.300 57%
0.150 56%
0.075 54%
Particle Size (microns)
52 30%
38 27%
19 26%
10 23%
5 20%
3 18%
1 18%
Median Particle Size (mm) 0.063
0.001 61
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay, shell and fine sand
INT2 S7 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-027 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 97%
2.36 95%
1.18 92%
0.600 90%
0.425 89%
0.300 88%
0.150 88%
0.075 74%
Particle Size (microns)
52 48%
38 39%
19 36%
10 32%
5 27%
3 25%
1 25%
Median Particle Size (mm) 0.052
0.001 60
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S7 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-028 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 97%
2.36 95%
1.18 93%
0.600 91%
0.425 90%
0.300 90%
0.150 88%
0.075 64%
Particle Size (microns)
54 38%
38 34%
19 30%
10 27%
5 24%
3 23%
1 23%
Median Particle Size (mm) 0.054
0.001 60
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S7 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-029 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 94%
0.425 87%
0.300 77%
0.150 40%
0.075 15%
Particle Size (microns)
56 15%
40 14%
20 11%
10 11%
5 11%
4 11%
1 11%
Median Particle Size (mm) 0.150
0.001 68
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Medium fine sand and clay
INT2 S8 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
40
0.0
56
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-030 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 95%
0.425 89%
0.300 78%
0.150 39%
0.075 13%
Particle Size (microns)
56 12%
40 11%
20 9%
10 9%
5 9%
4 9%
1 9%
Median Particle Size (mm) 0.150
0.001 68
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Medium fine sand and clay
INT2 S8 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
40
0.0
56
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-031 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 99%
4.75 99%
2.36 99%
1.18 99%
0.600 96%
0.425 92%
0.300 87%
0.150 55%
0.075 10%
Particle Size (microns)
56 10%
40 9%
20 9%
10 7%
5 7%
4 7%
1 7%
Median Particle Size (mm) 0.113
0.001 66
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Medium fine sand and clay
INT2 S8 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
40
0.0
56
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-032 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 97%
0.425 95%
0.300 90%
0.150 63%
0.075 16%
Particle Size (microns)
56 10%
40 9%
20 9%
10 9%
5 9%
4 9%
1 9%
Median Particle Size (mm) 0.075
0.001 65
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Medium fine sand and clay
INT2 S8 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
40
0.0
56
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-033 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 99%
2.36 98%
1.18 98%
0.600 97%
0.425 97%
0.300 97%
0.150 96%
0.075 43%
Particle Size (microns)
54 28%
38 23%
19 19%
10 17%
5 17%
3 17%
1 17%
Median Particle Size (mm) 0.075
0.001 62
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Fine sand and silty clay
INT2 S9 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-034 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 99%
1.18 99%
0.600 99%
0.425 98%
0.300 98%
0.150 97%
0.075 47%
Particle Size (microns)
54 33%
38 27%
19 23%
10 20%
5 19%
3 19%
1 19%
Median Particle Size (mm) 0.075
0.001 62
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Fine sand and silty clay
INT2 S9 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-035 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 99%
0.300 99%
0.150 97%
0.075 46%
Particle Size (microns)
54 30%
38 25%
19 22%
10 20%
5 20%
3 20%
1 18%
Median Particle Size (mm) 0.075
0.001 62
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Fine sand and silty clay
INT2 S9 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-036 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 97%
2.36 97%
1.18 96%
0.600 96%
0.425 95%
0.300 95%
0.150 94%
0.075 44%
Particle Size (microns)
54 27%
38 22%
19 19%
10 18%
5 17%
3 17%
1 16%
Median Particle Size (mm) 0.075
0.001 62
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Fine sand and silty clay
INT2 S9 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-037 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 98%
0.075 92%
Particle Size (microns)
52 74%
37 69%
18 64%
9 59%
5 52%
3 51%
1 46%
Median Particle Size (mm) 0.004
0.001 38
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S10 C R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-038 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 98%
0.150 96%
0.075 92%
Particle Size (microns)
52 67%
37 62%
19 53%
10 48%
5 46%
3 46%
1 46%
Median Particle Size (mm) 0.016
0.001 50
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S10 C R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-039 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 98%
0.300 98%
0.150 97%
0.075 94%
Particle Size (microns)
49 71%
37 64%
18 61%
9 55%
5 51%
3 48%
1 44%
Median Particle Size (mm) 0.005
0.001 41
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S10 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-040 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 97%
0.300 97%
0.150 95%
0.075 92%
Particle Size (microns)
49 85%
35 80%
18 73%
9 65%
5 62%
3 58%
1 54%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S10 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-041 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 97%
4.75 87%
2.36 77%
1.18 70%
0.600 61%
0.425 55%
0.300 51%
0.150 46%
0.075 43%
Particle Size (microns)
54 18%
38 17%
19 15%
10 14%
5 13%
4 13%
1 13%
Median Particle Size (mm) 0.225
0.001 71
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay, sand and shell
INT2 S11 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-042 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 99%
4.75 86%
2.36 72%
1.18 61%
0.600 51%
0.425 43%
0.300 37%
0.150 32%
0.075 30%
Particle Size (microns)
54 16%
38 16%
19 15%
10 15%
5 12%
4 12%
1 12%
Median Particle Size (mm) 0.513
0.001 76
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand, silty clay and shell
INT2 S11 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-043 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 96%
2.36 93%
1.18 88%
0.600 84%
0.425 82%
0.300 80%
0.150 78%
0.075 71%
Particle Size (microns)
54 25%
38 22%
19 18%
10 17%
5 16%
4 16%
1 16%
Median Particle Size (mm) 0.064
0.001 61
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S11 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-044 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 97%
2.36 91%
1.18 86%
0.600 81%
0.425 78%
0.300 75%
0.150 71%
0.075 62%
Particle Size (microns)
54 19%
38 16%
19 15%
10 15%
5 14%
4 14%
1 14%
Median Particle Size (mm) 0.064
0.001 61
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and sand
INT2 S11 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-045 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 98%
0.300 98%
0.150 98%
0.075 92%
Particle Size (microns)
52 66%
37 61%
18 57%
9 53%
5 48%
3 47%
1 46%
Median Particle Size (mm) 0.006
0.001 43
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S12 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-046 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 98%
0.300 97%
0.150 97%
0.075 85%
Particle Size (microns)
52 73%
37 71%
18 66%
9 60%
5 55%
3 52%
1 49%
Median Particle Size (mm) 0.002
0.001 33
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S12 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-047 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 98%
0.300 98%
0.150 97%
0.075 89%
Particle Size (microns)
52 61%
37 59%
18 56%
9 50%
5 46%
3 46%
1 41%
Median Particle Size (mm) 0.009
0.001 46
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S12 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-048 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 98%
0.075 89%
Particle Size (microns)
52 66%
37 64%
18 59%
9 55%
5 50%
3 47%
1 45%
Median Particle Size (mm) 0.005
0.001 42
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S12 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-049 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 99%
1.18 96%
0.600 90%
0.425 84%
0.300 76%
0.150 49%
0.075 25%
Particle Size (microns)
56 18%
40 16%
20 16%
10 15%
5 13%
4 13%
1 13%
Median Particle Size (mm) 0.150
0.001 67
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand and silty clay
INT2 S13 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
40
0.0
56
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-050 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 99%
1.18 96%
0.600 89%
0.425 82%
0.300 72%
0.150 44%
0.075 25%
Particle Size (microns)
54 21%
39 19%
20 16%
10 15%
5 15%
4 15%
1 15%
Median Particle Size (mm) 0.150
0.001 68
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand and clay
INT2 S13 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
39
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-051 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 99%
1.18 95%
0.600 88%
0.425 80%
0.300 67%
0.150 31%
0.075 13%
Particle Size (microns)
56 12%
39 10%
20 10%
10 10%
5 10%
4 10%
1 10%
Median Particle Size (mm) 0.150
0.001 69
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand and clay
INT2 S13 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
39
0.0
56
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-052 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 99%
1.18 95%
0.600 89%
0.425 82%
0.300 70%
0.150 31%
0.075 12%
Particle Size (microns)
56 11%
40 9%
20 9%
10 9%
5 9%
4 9%
1 9%
Median Particle Size (mm) 0.150
0.001 69
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand and clay
INT2 S13 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
40
0.0
56
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-053 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 98%
0.600 95%
0.425 94%
0.300 93%
0.150 90%
0.075 74%
Particle Size (microns)
52 60%
38 54%
19 52%
10 49%
5 43%
3 43%
1 40%
Median Particle Size (mm) 0.013
0.001 48
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and medium fine sand
INT2 S14 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-054 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 98%
0.300 98%
0.150 97%
0.075 87%
Particle Size (microns)
52 65%
37 57%
18 52%
10 45%
5 43%
3 43%
1 43%
Median Particle Size (mm) 0.017
0.001 51
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S14 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-055 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 98%
0.300 98%
0.150 98%
0.075 86%
Particle Size (microns)
52 64%
37 58%
18 51%
10 44%
5 41%
3 40%
1 38%
Median Particle Size (mm) 0.017
0.001 51
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S14 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-056 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 98%
0.300 98%
0.150 97%
0.075 84%
Particle Size (microns)
52 54%
37 50%
19 45%
10 44%
5 41%
3 39%
1 38%
Median Particle Size (mm) 0.039
0.001 57
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S14 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-057 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 98%
0.075 69%
Particle Size (microns)
52 56%
37 50%
18 46%
9 42%
5 40%
3 39%
1 38%
Median Particle Size (mm) 0.035
0.001 56
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S15 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-058 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 98%
0.300 97%
0.150 96%
0.075 67%
Particle Size (microns)
52 50%
37 45%
18 40%
9 38%
5 33%
3 33%
1 33%
Median Particle Size (mm) 0.052
0.001 60
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S15 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
37
0.0
52
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-059 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 98%
0.300 97%
0.150 87%
0.075 41%
Particle Size (microns)
54 31%
38 29%
19 27%
10 26%
5 24%
3 24%
1 24%
Median Particle Size (mm) 0.075
0.001 63
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Medium fine sand and clay
INT2 S15 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-060 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 97%
0.150 85%
0.075 37%
Particle Size (microns)
54 29%
38 27%
19 25%
10 24%
5 21%
3 20%
1 20%
Median Particle Size (mm) 0.075
0.001 63
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Medium fine sand and clay
INT2 S15 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-061 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 97%
2.36 92%
1.18 84%
0.600 76%
0.425 70%
0.300 61%
0.150 30%
0.075 15%
Particle Size (microns)
56 15%
40 14%
20 14%
10 13%
5 11%
4 11%
1 11%
Median Particle Size (mm) 0.150
0.001 70
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand and clay
INT2 S16 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
20
0.0
40
0.0
56
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-062 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 98%
2.36 94%
1.18 88%
0.600 81%
0.425 77%
0.300 72%
0.150 53%
0.075 32%
Particle Size (microns)
54 23%
38 22%
19 20%
10 18%
5 17%
3 17%
1 17%
Median Particle Size (mm) 0.113
0.001 66
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand and silty clay
INT2 S16 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-063 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 96%
1.18 93%
0.600 89%
0.425 86%
0.300 83%
0.150 65%
0.075 42%
Particle Size (microns)
54 32%
38 28%
19 27%
10 24%
5 22%
3 22%
1 20%
Median Particle Size (mm) 0.075
0.001 63
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand and silty clay
INT2 S16 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-064 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 98%
2.36 95%
1.18 90%
0.600 85%
0.425 83%
0.300 79%
0.150 59%
0.075 37%
Particle Size (microns)
54 29%
38 25%
19 24%
10 22%
5 20%
3 20%
1 18%
Median Particle Size (mm) 0.075
0.001 64
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Sand and silty clay
INT2 S16 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
10
0.0
19
0.0
38
0.0
54
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-065 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 100%
0.300 100%
0.150 99%
0.075 95%
Particle Size (microns)
47 82%
35 74%
17 70%
9 64%
5 58%
3 56%
1 52%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S17 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
47
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-066 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 100%
0.425 100%
0.300 100%
0.150 99%
0.075 96%
Particle Size (microns)
49 78%
35 75%
17 68%
9 64%
5 59%
3 57%
1 53%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S17 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-067 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 99%
0.075 93%
Particle Size (microns)
49 75%
35 71%
17 66%
9 60%
5 56%
3 54%
1 52%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S17 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
17
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-068 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 99%
0.075 93%
Particle Size (microns)
49 77%
35 68%
18 63%
9 59%
5 55%
3 53%
1 51%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay
INT2 S17 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-069 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 98%
0.075 94%
Particle Size (microns)
49 78%
36 76%
18 70%
9 65%
5 61%
3 58%
1 56%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S18 A R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
36
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-070 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 99%
0.075 94%
Particle Size (microns)
51 79%
36 77%
18 71%
9 66%
5 59%
3 58%
1 55%
Median Particle Size (mm) <0.001
0.001 #N/A
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S18 A R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
36
0.0
51
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-071 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 98%
0.300 98%
0.150 97%
0.075 85%
Particle Size (microns)
51 70%
36 68%
18 62%
9 57%
5 51%
3 50%
1 49%
Median Particle Size (mm) 0.004
0.001 40
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S18 B R1
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
36
0.0
51
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
#REF!
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 10-Aug-2012
COMPANY: DATE RECEIVED: 2-Aug-2012
ADDRESS: REPORT NO: EN1202857-072 / PSD
PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)
Percent
Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.5 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 99%
0.300 99%
0.150 98%
0.075 90%
Particle Size (microns)
49 72%
35 66%
18 61%
9 56%
5 54%
3 52%
1 48%
Median Particle Size (mm) 0.003
0.001 36
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100
TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Hamish MurrayLaboratory Supervisor, Newcastle
Authorised Signatory
Brookvale, NSW Australia 2100
4 Green Street
Samples analysed as received.Soil Particle Density required for Hydrometer analysis according to AS 1289.3.5.1—2006 was not requested by the client . Typical sediment SPD values used for calculations and consequently, NATA endorsement does not apply to hydrometer results
Certificate of Analysis
Kate Reeds
Cardno - Inpex Intertidal Benthos
(2)
Silty clay and fine sand
INT2 S18 B R2
AS1289.3.6.1/AS1289.3.6.3
6-Aug-12
Cardno Ecology Lab
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.0
01
0.0
05
0.0
09
0.0
18
0.0
35
0.0
49
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
8
2.3
6
4.7
5
9.5
19
.0
37
.5
Clay Fine Silt MediumSilt
Coarse Silt Fine Sand MediumSand
CoarseSand
FineGravel
MediumGravel
CoarseGravel
NATA Accreditation: 825 Site: NewcastleThis document is issued in accordance with NATA’s accreditation requirements.Accredited for compliance with ISO/IEC 17025. This document shall not be reproduced, except in full.
ALS Laboratory Group Pty Ltd5 Rosegum RoadWarabrook, NSW 2304pH 02 4968 9433fax 02 4968 [email protected]
Page 1 of 1
Intertidal Benthos Baseline Monitoring Report Ichthys Nearshore Environmental Monitoring Program
Prepared for INPEXSeptember 2012
APPENDIX E PERMANOVA RESULTS
Ichthys Nearshore Environmental
Monitoring Program
Intertidal Benthos Baseline Monitoring Report Ichthys Nearshore Environmental Monitoring Program
Prepared for INPEX
Appendix E. Permutational Analysis of Variance of infaunal assemblages sampled in Darwin Harbour between June and August 2012. P-values highlighted in bold are significant. RED = Redundant term. A term becomes redundant if a lower order interaction including that term is significant. Res = Residual. This term is a measure of the variation in the data not explained by the variation attributed to the main factors in the experimental model (i.e. Time, Orientation etc. and their associated interactions).
Name Abbrev. Type Levels
Survey Su Random 2
Treatment Tr Fixed 2
Site Si Random 18
Location Lo Random 2
Source df SS MS F P
Su 1 14771 14771 2.6632 0.0026 RED
Tr 1 15326 15326 0.96574 0.556
Si(Tr) 16 2.53E+05 15782 1.8206 0.0002 RED
SuxTr 1 5806.4 5806.4 1.0473 0.38
Lo(Si(Tr)) 18 90914 5050.8 1.4446 0.0022 RED
SuxSi(Tr) 16 88619 5538.7 1.5842 0.0002
SuxLo(Si(Tr)) 18 62934 3496.3 1.4466 0.0002
Res 287 6.94E+05 2416.9
Total 358 1.22E+06
Cardno
Intertidal Benthos Baseline Monitoring Report Ichthys Nearshore Environmental Monitoring Program
Prepared for INPEXSeptember 2012
APPENDIX F PERMDISP RESULTS
Ichthys Nearshore Environmental
Monitoring Program
Intertidal Benthos Baseline Monitoring Report Ichthys Nearshore Environmental Monitoring Program
Prepared for INPEX
Appendix F. Distance based test for homogeneity of multivariate dispersion of infauna data between Surveys 1 and 2. Significant results in bold.
All Sites (Time)
F 1.2579 df1: 1 df2: 357
P(perm) 0.2918
Groups Size Average SE
1 179 56.968 0.62828
2 180 57.94 0.59756
Cardno
Intertidal Benthos Baseline Monitoring Report Ichthys Nearshore Environmental Monitoring Program
Prepared for INPEXSeptember 2012
APPENDIX G DIST LM RESULTS
Ichthys Nearshore Environmental
Monitoring Program Intertidal Benthos Monitoring Baseline Report
L384-AW-REP-10011
Intertidal Benthos Baseline Monitoring Report Ichthys Nearshore Environmental Monitoring Program
Prepared for INPEX
Appendix G. Distance based Linear Modelling (DISTLM) results for the regression of diversity of Darwin Harbour infauna versus PSD/pH/ORP.
Variables
Median Grain Size
pH
ORP
Marginal Tests
Variable SS(trace) Pseudo-F P Prop. Median Grain Size
5329.6 1.5635 0.0418 1.09E-02
pH 15709 4.7094 0.0002 3.21E-02
ORP 4859.8 1.4243 0.0818 9.93E-03
res.df: 142
Sequential Tests
Variable Adj R^2 SS(trace) Pseudo-F P Prop. Cumul. res.df Median Grain Size