clump point boat ramp development plan
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Date 15th August 2016
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A part of BMT in Energy and Environment G:\Admin\B22205.g.skh._Clump Point Development Plan\Development Plan Appendices\B22205_Technical Note - Sediment Sampling & Analysis.docx
Technical Note Clump Point Boat Ramp Development Plan
Sediment Sampling and Analysis
Grab sampling of surface sediments was performed at the 12 locations shown in Figure D-1 on 22 July
2016. The samples were collected from the BMT WBM vessel Resolution II using a small van Veen grab.
The results of sample analysis are attached below.
BMT WBM Pty Ltd Level 8, 200 Creek Street Brisbane Qld 4000 Australia PO Box 203, Spring Hill 4004 Tel: +61 7 3831 6744 Fax: + 61 7 3832 3627 ABN 54 010 830 421 www.bmtwbm.com.au
0 0.00 True
Environmental
CERTIFICATE OF ANALYSISWork Order : Page : 1 of 5EN1602780
:: LaboratoryClient BMT WBM GROUP LTD Environmental Division Newcastle
: :ContactContact MS LYN LEGER John Pickering
:: AddressAddress PO BOX 203 SPRING HILL
BRISBANE QLD 4004
5/585 Maitland Road Mayfield West NSW Australia 2304
:Telephone +61 07 3831 6744 :Telephone +61 7 3552 8634
NATA Accredited Laboratory 825
Accredited for compliance with
ISO/IEC 17025.
:Project B22205 Clump Point Date Samples Received : 04-Aug-2016 09:40
:Order number ---- Date Analysis Commenced : 10-Aug-2016
:C-O-C number ---- Issue Date : 11-Aug-2016 22:27
Sampler : CONOR JONES
Site : ----
Quote number : ----
12:No. of samples received
12:No. of samples analysed
This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted.
This Certificate of Analysis contains the following information:
l General Comments
l Analytical Results
Additional information pertinent to this report will be found in the following separate attachments: Quality Control Report, QA/QC Compliance Assessment to assist with
Quality Review and Sample Receipt Notification.
SignatoriesThis document has been electronically signed by the authorized signatories below. Electronic signing is carried out in compliance with procedures specified in 21 CFR Part 11.
Signatories Accreditation CategoryPosition
Peter Keyte Newcastle Manager Newcastle - Inorganics, Mayfield West, NSW
R I G H T S O L U T I O N S | R I G H T P A R T N E R
2 of 5:Page
Work Order :
:Client
EN1602780
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BMT WBM GROUP LTD
General Comments
The analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In house
developed procedures are employed in the absence of documented standards or by client request.
Where moisture determination has been performed, results are reported on a dry weight basis.
Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis.
Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.
When sampling time information is not provided by the client, sampling dates are shown without a time component. In these instances, the time component has been assumed by the laboratory for processing purposes.
Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.
CAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.
LOR = Limit of reporting
^ = This result is computed from individual analyte detections at or above the level of reporting
ø = ALS is not NATA accredited for these tests.
~ = Indicates an estimated value.
Key :
EA151: ALS does not hold NATA accreditation for Settleability.l
3 of 5:Page
Work Order :
:Client
EN1602780
B22205 Clump Point:Project
BMT WBM GROUP LTD
Analytical Results
54321Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
[22-Jul-2016][22-Jul-2016][22-Jul-2016][22-Jul-2016][22-Jul-2016]Client sampling date / time
EN1602780-005EN1602780-004EN1602780-003EN1602780-002EN1602780-001UnitLORCAS NumberCompound
Result Result Result Result Result
EA150: Particle Sizing
68 63 60 70 86%1----+75µm
31 20 12 12 46%1----+150µm
21 14 8 7 31%1----+300µm
11 11 6 5 7%1----+425µm
10 7 3 2 6%1----+600µm
2 2 <1 <1 <1%1----+1180µm
<1 <1 <1 <1 <1%1----+2.36mm
<1 <1 <1 <1 <1%1----+4.75mm
<1 <1 <1 <1 <1%1----+9.5mm
<1 <1 <1 <1 <1%1----+19.0mm
<1 <1 <1 <1 <1%1----+37.5mm
<1 <1 <1 <1 <1%1----+75.0mm
EA150: Soil Classification based on Particle Size
14 15 16 12 9%1----Clay (<2 µm)
10 11 11 6 4%1----Silt (2-60 µm)
75 73 73 82 87%1----Sand (0.06-2.00 mm)
1 1 <1 <1 <1%1----Gravel (>2mm)
<1 <1 <1 <1 <1%1----Cobbles (>6cm)
EA151: Settleability 10%
1.44ø 1.45 1.41 1.46 1.55g/cm30.01----Underflow Density
43.5ø 46.1 44.2 49.0 53.6%0.1----Underflow Solids
13.4ø 13.8 7.20 18.4 29.8mm/min0.001----Settling Rate @ 50% of Settlement
0.200ø 0.200 0.267 0.800 20.0mm/min0.001----Settling Rate @ 90% of Settlement
Clearø Clear Clear Clear Clear------Clarity
EA152: Soil Particle Density
2.63ø 2.64 2.64 2.66 2.68g/cm30.01----Soil Particle Density (Clay/Silt/Sand)
4 of 5:Page
Work Order :
:Client
EN1602780
B22205 Clump Point:Project
BMT WBM GROUP LTD
Analytical Results
109876Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
[22-Jul-2016][22-Jul-2016][22-Jul-2016][22-Jul-2016][22-Jul-2016]Client sampling date / time
EN1602780-010EN1602780-009EN1602780-008EN1602780-007EN1602780-006UnitLORCAS NumberCompound
Result Result Result Result Result
EA150: Particle Sizing
79 70 66 25 34%1----+75µm
42 28 6 4 8%1----+150µm
28 21 2 1 3%1----+300µm
14 16 1 1 2%1----+425µm
7 13 1 <1 1%1----+600µm
2 10 <1 <1 <1%1----+1180µm
1 7 <1 <1 <1%1----+2.36mm
<1 4 <1 <1 <1%1----+4.75mm
<1 <1 <1 <1 <1%1----+9.5mm
<1 <1 <1 <1 <1%1----+19.0mm
<1 <1 <1 <1 <1%1----+37.5mm
<1 <1 <1 <1 <1%1----+75.0mm
EA150: Soil Classification based on Particle Size
10 14 14 32 30%1----Clay (<2 µm)
5 7 9 31 26%1----Silt (2-60 µm)
84 71 77 37 44%1----Sand (0.06-2.00 mm)
1 8 <1 <1 <1%1----Gravel (>2mm)
<1 <1 <1 <1 <1%1----Cobbles (>6cm)
EA151: Settleability 10%
1.59ø 1.44 1.40 1.26 1.28g/cm30.01----Underflow Density
50.4ø 46.1 44.5 26.4 26.1%0.1----Underflow Solids
23.8ø 13.8 15.2 2.40 2.60mm/min0.001----Settling Rate @ 50% of Settlement
2.40ø 0.600 0.600 0.042 0.042mm/min0.001----Settling Rate @ 90% of Settlement
Clearø Clear Clear Clear Clear------Clarity
EA152: Soil Particle Density
2.66ø 2.65 2.62 2.54 2.57g/cm30.01----Soil Particle Density (Clay/Silt/Sand)
5 of 5:Page
Work Order :
:Client
EN1602780
B22205 Clump Point:Project
BMT WBM GROUP LTD
Analytical Results
------------1211Client sample IDSub-Matrix: SOIL
(Matrix: SOIL)
------------[22-Jul-2016][22-Jul-2016]Client sampling date / time
------------------------EN1602780-012EN1602780-011UnitLORCAS NumberCompound
Result Result ---- ---- ----
EA150: Particle Sizing
76 57 ---- ---- ----%1----+75µm
16 13 ---- ---- ----%1----+150µm
3 4 ---- ---- ----%1----+300µm
2 2 ---- ---- ----%1----+425µm
2 2 ---- ---- ----%1----+600µm
<1 1 ---- ---- ----%1----+1180µm
<1 <1 ---- ---- ----%1----+2.36mm
<1 <1 ---- ---- ----%1----+4.75mm
<1 <1 ---- ---- ----%1----+9.5mm
<1 <1 ---- ---- ----%1----+19.0mm
<1 <1 ---- ---- ----%1----+37.5mm
<1 <1 ---- ---- ----%1----+75.0mm
EA150: Soil Classification based on Particle Size
10 16 ---- ---- ----%1----Clay (<2 µm)
5 16 ---- ---- ----%1----Silt (2-60 µm)
84 67 ---- ---- ----%1----Sand (0.06-2.00 mm)
1 1 ---- ---- ----%1----Gravel (>2mm)
<1 <1 ---- ---- ----%1----Cobbles (>6cm)
EA151: Settleability 10%
1.52ø 1.38 ---- ---- ----g/cm30.01----Underflow Density
50.7ø 40.2 ---- ---- ----%0.1----Underflow Solids
29.0ø 5.40 ---- ---- ----mm/min0.001----Settling Rate @ 50% of Settlement
21.0ø 0.117 ---- ---- ----mm/min0.001----Settling Rate @ 90% of Settlement
Clearø Clear ---- ---- ----------Clarity
EA152: Soil Particle Density
2.63ø 2.63 ---- ---- ----g/cm30.01----Soil Particle Density (Clay/Silt/Sand)
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-001 / PSD
001PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 100%
1.18 98%
0.600 90%
0.425 89%
0.300 79%
0.150 69%
0.075 32%
Particle Size (microns)
75 30%
56 22%
40 19%
20 17%
10 17%
5 16%
1 14%
Median Particle Size (mm)* 0.111
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.63 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
1
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-002 / PSD
002PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 99%
1.18 98%
0.600 93%
0.425 89%
0.300 86%
0.150 80%
0.075 37%
Particle Size (microns)
75 33%
56 25%
40 22%
20 19%
10 17%
5 16%
1 15%
Median Particle Size (mm)* 0.098
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.64 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
2
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND, SHELL
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-003 / PSD
003PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 100%
1.18 99%
0.600 97%
0.425 95%
0.300 92%
0.150 88%
0.075 40%
Particle Size (microns)
75 30%
56 26%
40 23%
20 20%
10 20%
5 19%
1 16%
Median Particle Size (mm)* 0.091
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.64 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
3
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-004 / PSD
004PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 100%
1.18 99%
0.600 98%
0.425 95%
0.300 93%
0.150 88%
0.075 30%
Particle Size (microns)
75 24%
55 16%
41 14%
20 14%
10 14%
5 12%
2 12%
Median Particle Size (mm)* 0.101
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.66 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
4
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-005 / PSD
005PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 100%
1.18 99%
0.600 94%
0.425 93%
0.300 69%
0.150 54%
0.075 14%
Particle Size (microns)
75 14%
55 12%
41 11%
20 11%
10 10%
5 10%
2 9%
Median Particle Size (mm)* 0.143
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.68 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
5
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND, SHELL
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-006 / PSD
006PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 99%
2.36 99%
1.18 98%
0.600 93%
0.425 86%
0.300 72%
0.150 58%
0.075 21%
Particle Size (microns)
75 16%
55 15%
39 13%
20 11%
10 11%
5 10%
2 10%
Median Particle Size (mm)* 0.134
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.66 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
6
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-007 / PSD
007PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 96%
2.36 93%
1.18 91%
0.600 87%
0.425 84%
0.300 79%
0.150 72%
0.075 30%
Particle Size (microns)
75 24%
55 20%
39 18%
20 16%
10 16%
5 15%
1 14%
Median Particle Size (mm)* 0.111
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.65 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
7
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND, STONE
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-008 / PSD
008PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 98%
0.150 94%
0.075 34%
Particle Size (microns)
75 28%
56 22%
40 17%
20 16%
10 16%
5 16%
1 14%
Median Particle Size (mm)* 0.095
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.62 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
8
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-009 / PSD
009PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 100%
1.18 100%
0.600 99%
0.425 99%
0.300 99%
0.150 96%
0.075 75%
Particle Size (microns)
75 65%
53 62%
37 59%
19 59%
10 49%
5 38%
2 31%
Median Particle Size (mm)* 0.011
0.00 5
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.54 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
9
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
FINES, SAND, VEG
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-010 / PSD
010PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 100%
1.18 99%
0.600 99%
0.425 98%
0.300 97%
0.150 92%
0.075 66%
Particle Size (microns)
74 60%
52 54%
37 52%
19 49%
10 43%
5 34%
2 29%
Median Particle Size (mm)* 0.030
0.00 8
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.57 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
10
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
FINES, SAND, VEG
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-011 / PSD
011PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 99%
1.18 99%
0.600 99%
0.425 98%
0.300 97%
0.150 84%
0.075 24%
Particle Size (microns)
75 16%
56 14%
41 12%
21 11%
11 11%
5 10%
2 10%
Median Particle Size (mm)* 0.108
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.63 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
11
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1
ALS Environmental
Newcastle, NSW
CLIENT: DATE REPORTED: 11-Aug-2016
COMPANY: DATE RECEIVED: 4-Aug-2016
ADDRESS: REPORT NO: EN1602780-012 / PSD
012PROJECT: SAMPLE ID:
Particle Size Distribution Particle Size (mm)Percent Passing
150 100%
75 100%
37.5 100%
19.0 100%
9.50 100%
4.75 100%
2.36 99%
1.18 99%
0.600 98%
0.425 98%
0.300 96%
0.150 87%
0.075 43%
Particle Size (microns)
75 35%
54 30%
40 24%
20 22%
10 19%
5 16%
1 16%
Median Particle Size (mm)* 0.087
0.00 12
Sample Comments: Analysed:
Loss on Pretreatment NA Limit of Reporting: 1%
Sample Description: Dispersion Method Shaker
Test Method: Hydrometer Type ASTM E100TRUE
Soil Particle Density (<2.36mm) 2.63 g/cm3
Peter KeyteManager NewcastleAuthorised Signatory
Certificate of Analysis
Lyn Leger
12
8-Aug-16
BMT WBM GROUP LTD
Median Particle Size is not covered under the current scope of ALS's NATA accreditation.
B22205 Clump Point
PO BOX 203 SPRING HILL
Samples analysed as received.* Insufficient sample provided for Soil Particle Density analysis according to AS 1289.3.5.1—2006.
SAND
AS1289.3.6.3 2003
BRISBANE, QLD 4004
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 Ltd5/585 Maitland RoadMayfield West, NSW 2304pH 02 4014 2500fax 02 4968 [email protected]
Clay | Silt | Sand | Gravel |
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0.00
1
0.00
4
0.01
6
0.06
4
0.25
6
1.02
4
4.09
6
16.3
84
65.5
36
262.
144
Grain Size (mm)
Template Version PKV6a-151125 Page 1 of 1