TEST CERTIFICATE SGS Australia Pty Ltd PO Box 486 ...
Transcript of TEST CERTIFICATE SGS Australia Pty Ltd PO Box 486 ...
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: -
Modified MDD (t/m3) 1.91
Modified OMC (%) 13.0
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 0
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 13/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9925
Lab: Bassendean Sample ID: PLTP-01 (0.6m - 0.8m)
Authorised
Signatory: (Samantha McDonald) Date: 14/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9925-S441
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 15.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 8/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9926
Lab: Bassendean Sample ID: PLTP-05 (1.8m - 2.0m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9926-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 84
75 100 6.7 80
63 100 4.75 76
53 100 2.36 71
37.5 98 1.18 65
26.5 98 0.6 58
19.0 95 0.425 54
16.0 90 0.300 50
13.2 88 0.150 42
0.075 38.
Date Sampled: Unknown.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 17/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9926
Lab: Bassendean Sample ID: PLTP-05 (1.8m - 2.0m)
Authorised
Signatory: (Benjamin Brumpton) Date: 10/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9926-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 72
.Plastic Limit (%): 29
.Plastic Index (%): 43
.Linear Shrinkage (%): 11.5
.Nature of shrinkage: Flat
.Length of Mould (mm): 250
.History of Sample: Oven Dried <50°C
.Method of Preparation: Dry Sieved
..
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9926
Lab: Bassendean Sample ID: PLTP-05 (1.8m - 2.0m)
Authorised
Signatory: (Samantha McDonald) Date: 12/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9926-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 5.7.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 8/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9927
Lab: Bassendean Sample ID: PLTP-06 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9927-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Red Clay
Modified MDD (t/m3) 2.06
Modified OMC (%) 9.0
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 0
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9927
Lab: Bassendean Sample ID: PLTP-06 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 20/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9927-S441
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
California Bearing Ratio
AS1289.6.1.1 - Soaked
.
CBR Value @ 5.0mm: 13.
.
Sample Data
Sample Description: Clayey Sand
Location: Gascoyne Region, WA
Sampling Method: Sample supplied by client
Depth (mm): (0.1m - 0.3m)
Maximum Dry Density (t/m³): 2.06
Optimum Moisture Content (%): 9.0
Field Moisture Content (%): 5.8
Mass of Surcharge (kg): 4.5
No. of Days Soaked: 5
Retained on 19.0mm Sieve (%): 0
+19.0mm Excluded (Yes/No): Yes.
Compaction Data
Laboratory Moisture Ratio (%): 97
Laboratory Density Ratio (%): 95
Target Moisture Ratio (%): 100
Target Density Ratio (%): 95
Target Compactive Effort: Modified.
Soak Data
Swell (%): 2.0
Dry Density After Soak (t/m³): 1.92
Moisture Content - Top 30mm (%): 19.7
Moisture Content - Remaining (%): 14.0
Test Methods: AS1289.2.1.1, AS1289.5.2.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 28/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9927
Lab: Malaga Sample ID: PLTP-06 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 2/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9927-S500
Form No.PF-AU-INDCMT-TE-S500 V3.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 10.2.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9928
Lab: Bassendean Sample ID: PLTP-11 (1.0m - 1.3m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9928-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 78
75 100 6.7 74
63 100 4.75 70
53 100 2.36 62
37.5 100 1.18 53
26.5 93 0.6 45
19.0 85 0.425 41
16.0 84 0.300 37
13.2 81 0.150 31
0.075 26
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 14/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9928
Lab: Bassendean Sample ID: PLTP-11 (1.0m - 1.3m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9928-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 45
.Plastic Limit (%): 22
.Plastic Index (%): 23
.Linear Shrinkage (%): 7.0
.Nature of shrinkage: Flat
.Length of Mould (mm): 250
.History of Sample: Air Dried
.Method of Preparation: Dry Sieved
.Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 13/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9928
Lab: Bassendean Sample ID: PLTP-11 (1.0m - 1.3m)
Authorised
Signatory: (Samantha McDonald) Date: 18/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9928-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Determination of Emerson Class Number
AS1289.3.8.1
.Soil Description Clayey Gravel with Sand - GC
Type of water used: De ionised
Temperature of water (C): 21
.Emerson Class Number: 4
.
Note: Sample supplied by client.
This Certificate replaces the previously issued Certificate No.:16-MT-9928-S318
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 13/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9928
Lab: Malaga Sample ID: PLTP-11 (1.0m - 1.3m)
Authorised
Signatory: (Qader Yazdari) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9928-S318/1
Form No.Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 4.6.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 15/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9944
Lab: Bassendean Sample ID: RTP-10 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 20/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9944-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 66
75 91 6.7 63
63 91 4.75 60
53 86 2.36 55
37.5 79 1.18 51
26.5 75 0.6 47
19.0 72 0.425 45
16.0 70 0.300 42
13.2 69 0.150 33
0.075 23
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 15/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9944
Lab: Bassendean Sample ID: RTP-10 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9944-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey/Silty Gravel with Sand - GC/GM
Modified MDD (t/m3) 1.85
Modified OMC (%) 15.5
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 27
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
Date of Sampling Unknown
Note: Sample supplied by client.
Deviation from Standard Method: Due to insufficient material, only 3 points were tested.
Sample tested in 'A' mould due to the requirements of the CBR.
This Certificate replaces the previously issued Certificate No.:16-MT-9944-S441
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 6/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9944
Lab: Malaga Sample ID: RTP-10 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9944-S441/1
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 9.0.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9945
Lab: Bassendean Sample ID: RTP-17 (0.5m - 0.8m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9945-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 94
75 100 6.7 91
63 100 4.75 89
53 100 2.36 86
37.5 100 1.18 81
26.5 99 0.6 72
19.0 97 0.425 66
16.0 96 0.300 59
13.2 96 0.150 49
0.075 41
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 15/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9945
Lab: Bassendean Sample ID: RTP-17 (0.5m - 0.8m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9945-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 42
.Plastic Limit (%): 19
.Plastic Index (%): 23
.Linear Shrinkage (%): 9.0
.Nature of shrinkage: Cracked
.Length of Mould (mm): 250
.History of Sample: Air Dried
.Method of Preparation: Dry Sieved
.Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 12/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9945
Lab: Bassendean Sample ID: RTP-17 (0.5m - 0.8m)
Authorised
Signatory: (Samantha McDonald) Date: 18/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9945-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 9.0.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9946
Lab: Bassendean Sample ID: RTP-19 (0.4m - 0.6m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9946-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 72
75 100 6.7 67
63 100 4.75 62
53 100 2.36 53
37.5 100 1.18 48
26.5 100 0.6 38
19.0 88 0.425 33
16.0 81 0.300 28
13.2 77 0.150 20
0.075 14.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/12/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9946
Lab: Bassendean Sample ID: RTP-19 (0.4m - 0.6m)
Authorised
Signatory: (Benjamin Brumpton) Date: 11/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9946-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey/Silty Gravel with Sand - GC/GM
Modified MDD (t/m3) 1.88
Modified OMC (%) 13.0
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 11
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
Date of Sampling Unknown
This Certificate replaces the previously issued Certificate No.:16-MT-9946-S441
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 14/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9946
Lab: Malaga Sample ID: RTP-19 (0.4m - 0.6m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9946-S441/1
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 7.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 15/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9947
Lab: Bassendean Sample ID: RTP-21 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 20/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9947-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 100
75 100 6.7 99
63 100 4.75 99
53 100 2.36 98
37.5 100 1.18 92
26.5 100 0.6 80
19.0 100 0.425 73
16.0 0.300 65
13.2 100 0.150 53
0.075 41
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 15/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9947
Lab: Malaga Sample ID: RTP-21 (0.3m - 0.5m)
Authorised
Signatory: (Adam Benn) Date: 1/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9947-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 49
.Plastic Limit (%): 19
.Plastic Index (%): 30
.Linear Shrinkage (%): 12.0
.Nature of shrinkage: Cracked
.Length of Mould (mm): 250
.History of Sample: Oven Dried <50°C
.Method of Preparation: Dry Sieved
..
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9947
Lab: Bassendean Sample ID: RTP-21 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 12/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9947-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey Sand trace of Gravel - SC
Modified MDD (t/m3) 2.02
Modified OMC (%) 10.0
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 0
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
This Certificate replaces the previously issued Certificate No.:16-MT-9947-S441
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 26/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9947
Lab: Malaga Sample ID: RTP-21 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9947-S441/1
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
California Bearing Ratio
AS1289.6.1.1 - Soaked
.
CBR Value @ 5.0mm: 10.
.
Sample Data
Sample Description: Clayey Sand trace of Gravel - SC
Location: Gascoyne Region, WA
Sampling Method: Sample supplied by client
Depth (mm): (0.3m - 0.5m)
Maximum Dry Density (t/m³): 2.02
Optimum Moisture Content (%): 10.0
Field Moisture Content (%): -
Mass of Surcharge (kg): 4.5
No. of Days Soaked: 4
Retained on 19.0mm Sieve (%): 0
+19.0mm Excluded (Yes/No): Yes.
Compaction Data
Laboratory Moisture Ratio (%): 99
Laboratory Density Ratio (%): 95
Target Moisture Ratio (%): 100
Target Density Ratio (%): 95
Target Compactive Effort: Modified.
Soak Data
Swell (%): 4.0
Dry Density After Soak (t/m³): 1.84
Moisture Content - Top 30mm (%): 21.2
Moisture Content - Remaining (%): 16.5
Test Methods: AS1289.2.1.1, AS1289.5.2.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 1/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9947
Lab: Malaga Sample ID: RTP-21 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9947-S500
Form No.PF-AU-INDCMT-TE-S500 V3.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 70
75 100 6.7 65
63 100 4.75 60
53 96 2.36 52
37.5 90 1.18 42
26.5 83 0.6 34
19.0 77 0.425 31
16.0 76 0.300 27
13.2 75 0.150 22
0.075 17
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 15/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9948
Lab: Bassendean Sample ID: RTP-26 (0.5m - 0.7m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9948-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey/Silty Gravel with Sand - GP-GC/GM
Modified MDD (t/m3) 1.76
Modified OMC (%) 15.5
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 20
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
Note: Deviation from Standard Method: Due to insufficient material, reused compacted sample was tested for the fourth point.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPerth Laboratory112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 13/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9948
Lab: Perth Laboratory Sample ID: RTP-26 (0.5m - 0.7m)
Authorised
Signatory: (Samantha McDonald) Date: 14/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9948-S441
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
California Bearing Ratio
AS1289.6.1.1 - Soaked
.
CBR Value @ 5.0mm: 19.
.
Sample Data
Sample Description: Clayey/Silty Gravel with Sand GP-GC/GM
Location: Gascoyne Region, WA
Sampling Method: Sample supplied by client
Depth (mm): (0.5m - 0.7m)
Maximum Dry Density (t/m³): 1.76
Optimum Moisture Content (%): 15.5
Field Moisture Content (%): 11.9
Mass of Surcharge (kg): 4.5
No. of Days Soaked: 4
Retained on 19.0mm Sieve (%): 20
+19.0mm Excluded (Yes/No): Yes.
Compaction Data
Laboratory Moisture Ratio (%): 104
Laboratory Density Ratio (%): 94
Target Moisture Ratio (%): 100
Target Density Ratio (%): 95
Target Compactive Effort: Modified.
Soak Data
Swell (%): 2.0
Dry Density After Soak (t/m³): 1.63
Moisture Content - Top 30mm (%): 28.8
Moisture Content - Remaining (%): 20.5
Test Methods: AS1289.2.1.1, AS1289.5.2.1.
Note: Sample supplied by client.
Deviation from Standard Method: Due to insufficient material, reused compacted sample was tested.
[email protected]: 44 000 964 278ph: +61 (08) 9209 8780fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPerth Laboratory112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 18/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9948
Lab: Perth Laboratory Sample ID: RTP-26 (0.5m - 0.7m)
Authorised
Signatory: (Samantha McDonald) Date: 23/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9948-S500
Form No.PF-AU-INDCMT-TE-S500 V3.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 1.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 15/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9949
Lab: Bassendean Sample ID: RTP-28 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 20/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9949-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 80
75 100 6.7 74
63 100 4.75 68
53 100 2.36 56
37.5 99 1.18 46
26.5 97 0.6 39
19.0 94 0.425 36
16.0 90 0.300 32
13.2 87 0.150 25
0.075 18
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 15/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9949
Lab: Bassendean Sample ID: RTP-28 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9949-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey/Silty Gravel with Sand - GC/GM
Modified MDD (t/m3) 2.26
Modified OMC (%) 6.5
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 5
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
Date of Sampling Unknown
Note: Deviation from Standard Method: Due to insufficient material, only 3 points were tested.
This Certificate replaces the previously issued Certificate No.:16-MT-9949-S441
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 20/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9949
Lab: Malaga Sample ID: RTP-28 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9949-S441/1
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 2.3.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 8/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9950
Lab: Bassendean Sample ID: RTP-31 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9950-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 93
75 100 6.7 90
63 100 4.75 86
53 100 2.36 77
37.5 99 1.18 64
26.5 98 0.6 53
19.0 97 0.425 47
16.0 96 0.300 40
13.2 94 0.150 29
0.075 20
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9950
Lab: Bassendean Sample ID: RTP-31 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9950-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 35
.Plastic Limit (%): 19
.Plastic Index (%): 16
.Linear Shrinkage (%): 6.5
.Nature of shrinkage: Flat
.Length of Mould (mm): 250
.History of Sample: Air Dried
.Method of Preparation: Dry Sieved
..
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9950
Lab: Bassendean Sample ID: RTP-31 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 12/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9950-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey Sand with Gravel - SC
Modified MDD (t/m3) 2.26
Modified OMC (%) 6.0
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 3
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
Date of Sampling Unknown
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPerth Laboratory112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 10/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9950
Lab: Perth Laboratory Sample ID: RTP-31 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 14/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9950-S441
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
California Bearing Ratio
AS1289.6.1.1 - Soaked
.
.
CBR Value @ 2.5mm: 25.
Sample Data
Sample Description: Clayey Sand with Gravel (SC)
Location: Gascoyne Region, WA
Sampling Method: Sample supplied by client
Depth (mm): (0.1m - 0.3m)
Maximum Dry Density (t/m³): 2.26
Optimum Moisture Content (%): 6.0
Field Moisture Content (%): 3.7
Mass of Surcharge (kg): 4.5
No. of Days Soaked: 4
Retained on 19.0mm Sieve (%): 3
+19.0mm Excluded (Yes/No): Yes.
Compaction Data
Laboratory Moisture Ratio (%): 105
Laboratory Density Ratio (%): 95
Target Moisture Ratio (%): 100
Target Density Ratio (%): 95
Target Compactive Effort: Modified.
Soak Data
Swell (%): 0.0
Dry Density After Soak (t/m³): 2.15
Moisture Content - Top 30mm (%): 6.8
Moisture Content - Remaining (%): 7.9
Test Methods: AS1289.2.1.1, AS1289.5.2.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: +61 (08) 9209 8780fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPerth Laboratory112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 17/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9950
Lab: Perth Laboratory Sample ID: RTP-31 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 22/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9950-S500
Form No.PF-AU-INDCMT-TE-S500 V3.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 90
75 100 6.7 88
63 100 4.75 86
53 100 2.36 82
37.5 98 1.18 79
26.5 97 0.6 75
19.0 94 0.425 72
16.0 92 0.300 66
13.2 91 0.150 51
0.075 37
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9951
Lab: Bassendean Sample ID: RTP-32 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9951-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey/Silty Sand with Gravel - SC/SM
Modified MDD (t/m3) 2.16
Modified OMC (%) 8.0
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 8
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
Date of Sampling Unknown
Note: Deviation from Standard Method: Due to insufficient material, only 3 points were tested.
This Certificate replaces the previously issued Certificate No.:16-MT-9951-S441
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 20/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9951
Lab: Malaga Sample ID: RTP-32 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9951-S441/1
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
California Bearing Ratio
AS1289.6.1.1 - Soaked
.
CBR Value @ 5.0mm: 14.
.
Sample Data
Sample Description: Clayey/Silty Sand with Gravel - SC/SM
Location: Gascoyne Region, WA
Sampling Method: Sample supplied by client
Depth (mm): (0.1m - 0.3m)
Maximum Dry Density (t/m³): 2.16
Optimum Moisture Content (%): 8.0
Field Moisture Content (%): 6.8
Mass of Surcharge (kg): 4.5
No. of Days Soaked: 4
Retained on 19.0mm Sieve (%): 8
+19.0mm Excluded (Yes/No): Yes.
Compaction Data
Laboratory Moisture Ratio (%): 102
Laboratory Density Ratio (%): 101
Target Moisture Ratio (%): 100
Target Density Ratio (%): 95
Target Compactive Effort: Modified.
Soak Data
Swell (%): 0.0
Dry Density After Soak (t/m³): 2.17
Moisture Content - Top 30mm (%): 8.8
Moisture Content - Remaining (%): 9.5
Test Methods: AS1289.2.1.1, AS1289.5.2.1.
Note: Sample supplied by client.
Density Ratio outside specification tolerances.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 1/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9951
Lab: Malaga Sample ID: RTP-32 (0.1m - 0.3m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9951-S500
Form No.PF-AU-INDCMT-TE-S500 V3.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 3.6.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9952
Lab: Bassendean Sample ID: RTP-36 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9952-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 62
75 100 6.7 56
63 100 4.75 51
53 98 2.36 47
37.5 91 1.18 41
26.5 84 0.6 30
19.0 76 0.425 25
16.0 72 0.300 20
13.2 68 0.150 14
0.075 10
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9952
Lab: Bassendean Sample ID: RTP-36 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9952-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 16
.Plastic Limit (%): 10
.Plastic Index (%): 6
.Linear Shrinkage (%): 1.0
.Nature of shrinkage: Cracked
.Length of Mould (mm): 250
.History of Sample: Oven Dried <50°C
.Method of Preparation: Dry Sieved
..
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9952
Lab: Bassendean Sample ID: RTP-36 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 12/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9952-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 6.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9953
Lab: Bassendean Sample ID: RTP-44 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 20/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9953-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 94
75 100 6.7 93
63 100 4.75 91
53 100 2.36 88
37.5 99 1.18 81
26.5 99 0.6 68
19.0 97 0.425 62
16.0 96 0.300 54
13.2 94 0.150 41
0.075 29
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9953
Lab: Bassendean Sample ID: RTP-44 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9953-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 40
.Plastic Limit (%): 23
.Plastic Index (%): 17
.Linear Shrinkage (%): 8.0
.Nature of shrinkage: Cracked
.Length of Mould (mm): 250
.History of Sample: Air Dried
.Method of Preparation: Dry Sieved
.Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 13/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9953
Lab: Bassendean Sample ID: RTP-44 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 18/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9953-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 6.0.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 8/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9954
Lab: Bassendean Sample ID: RTP-45 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9954-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 96
75 100 6.7 95
63 100 4.75 92
53 100 2.36 83
37.5 100 1.18 64
26.5 100 0.6 51
19.0 97 0.425 47
16.0 97 0.300 43
13.2 96 0.150 36
0.075 30.
Date Sampled: Unknown.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 3/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9954
Lab: Bassendean Sample ID: RTP-45 (0.3m - 0.5m)
Authorised
Signatory: (Benjamin Brumpton) Date: 10/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9954-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey/Silty Sand with Gravel - SC/SM
Modified MDD (t/m3) 2.14
Modified OMC (%) 8.0
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 3
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
This Certificate replaces the previously issued Certificate No.:16-MT-9954-S441
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 13/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9954
Lab: Malaga Sample ID: RTP-45 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9954-S441/1
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 95
75 100 6.7 95
63 100 4.75 85
53 100 2.36 65
37.5 100 1.18 44
26.5 98 0.6 31
19.0 97 0.425 27
16.0 97 0.300 23
13.2 97 0.150 18
0.075 14
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9955
Lab: Bassendean Sample ID: RTP-47 (0.40m - 0.65m)
Authorised
Signatory: (Samantha McDonald) Date: 18/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9955-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey/Silty Sand with Gravel - SC/SM
Modified MDD (t/m3) 2.14
Modified OMC (%) 8.0
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 3
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
This Certificate replaces the previously issued Certificate No.:16-MT-9955-S441
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 13/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9955
Lab: Malaga Sample ID: RTP-47 (0.40m - 0.65m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9955-S441/1
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
California Bearing Ratio
AS1289.6.1.1 - Soaked
.
CBR Value @ 5.0mm: 25.
.
Sample Data
Sample Description: Clayey/Silty Sand with Gravel - SC/SM
Location: Gascoyne Region, WA
Sampling Method: Sample supplied by client
Depth (mm): (0.40m - 0.65m)
Maximum Dry Density (t/m³): 2.14
Optimum Moisture Content (%): 8.0
Field Moisture Content (%): 1.5
Mass of Surcharge (kg): 4.5
No. of Days Soaked: 4
Retained on 19.0mm Sieve (%): 3
+19.0mm Excluded (Yes/No): Yes.
Compaction Data
Laboratory Moisture Ratio (%): 98
Laboratory Density Ratio (%): 95
Target Moisture Ratio (%): 100
Target Density Ratio (%): 95
Target Compactive Effort: Modified.
Soak Data
Swell (%): 0.0
Dry Density After Soak (t/m³): 2.03
Moisture Content - Top 30mm (%): 9.4
Moisture Content - Remaining (%): 10.0
Test Methods: AS1289.2.1.1, AS1289.5.2.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 1/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9955
Lab: Malaga Sample ID: RTP-47 (0.40m - 0.65m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9955-S500
Form No.PF-AU-INDCMT-TE-S500 V3.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 8.3.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 8/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9956
Lab: Bassendean Sample ID: RTP-53 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9956-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 97
75 100 6.7 97
63 100 4.75 96
53 100 2.36 93
37.5 100 1.18 89
26.5 100 0.6 79
19.0 99 0.425 71
16.0 97 0.300 61
13.2 97 0.150 42
0.075 27
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9956
Lab: Bassendean Sample ID: RTP-53 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9956-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 53
.Plastic Limit (%): 23
.Plastic Index (%): 30
.Linear Shrinkage (%): 11.0
.Nature of shrinkage: Cracked
.Length of Mould (mm): 250
.History of Sample: Oven Dried <50°C
.Method of Preparation: Dry Sieved
.Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9956
Lab: Malaga Sample ID: RTP-53 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 2/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9956-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 5.4.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 8/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9957
Lab: Bassendean Sample ID: RTP-56 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 12/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9957-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 94
75 100 6.7 86
63 100 4.75 63
53 100 2.36 52
37.5 100 1.18 39
26.5 99 0.6 27
19.0 97 0.425 22
16.0 97 0.300 18
13.2 97 0.150 14
0.075 12
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9957
Lab: Bassendean Sample ID: RTP-56 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 18/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9957-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Atterberg Limits (1 Point Casagrande) with Linear Shrinkage
AS 1289.3.1.2(Liquid Limit), 3.2.1(Liquid Limit), 3.3.1(Plasicity Index), 3.4.1(Linear Shrinkage)
.Liquid Limit (%): 29
.Plastic Limit (%): 15
.Plastic Index (%): 14
.Linear Shrinkage (%): 7.5
.Nature of shrinkage: Flat
.Length of Mould (mm): 250
.History of Sample: Oven Dried <50°C
.Method of Preparation: Dry Sieved
.Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 9/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9957
Lab: Malaga Sample ID: RTP-56 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 2/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9957-S312
Form No.PF-AU-INDCMT-TE-S312 V2.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey Gravel with Sand - GC
Modified MDD (t/m3) 2.16
Modified OMC (%) 6.5
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 3
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
Date of Sampling Unknown
Note: Deviation from Standard Method: Due to insufficient material, reused compacted sample was tested for the fourth point.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPerth Laboratory112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 10/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9957
Lab: Perth Laboratory Sample ID: RTP-56 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 14/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9957-S441
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
California Bearing Ratio
AS1289.6.1.1 - Soaked
.
.
CBR Value @ 2.5mm: 50.
Sample Data
Sample Description: Clayey Gravel with Sand
Location: Gascoyne Region, WA
Sampling Method: Sample supplied by client
Depth (mm): (0.3m - 0.5m)
Maximum Dry Density (t/m³): 2.16
Optimum Moisture Content (%): 6.5
Field Moisture Content (%): 4.4
Mass of Surcharge (kg): 4.5
No. of Days Soaked: 4
Retained on 19.0mm Sieve (%): 3
+19.0mm Excluded (Yes/No): Yes.
Compaction Data
Laboratory Moisture Ratio (%): 96
Laboratory Density Ratio (%): 95
Target Moisture Ratio (%): 100
Target Density Ratio (%): 95
Target Compactive Effort: Modified.
Soak Data
Swell (%): 0.0
Dry Density After Soak (t/m³): 2.06
Moisture Content - Top 30mm (%): 10.8
Moisture Content - Remaining (%): 9.7
Test Methods: AS1289.2.1.1, AS1289.5.2.1.
Note: Sample supplied by client.
Deviation from Standard Method: Due to insufficient material, reused compacted sample was tested.
[email protected]: 44 000 964 278ph: +61 (08) 9209 8780fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPerth Laboratory112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 17/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9957
Lab: Perth Laboratory Sample ID: RTP-56 (0.3m - 0.5m)
Authorised
Signatory: (Samantha McDonald) Date: 22/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9957-S500
Form No.PF-AU-INDCMT-TE-S500 V3.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
MOISTURE CONTENT
Test Method: AS1289.2.1.1 - Convection Oven.
Moisture Content (%) 6.9.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9958
Lab: Bassendean Sample ID: RTP-57 (0.5m - 0.7m)
Authorised
Signatory: (Samantha McDonald) Date: 20/12/2016
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9958-S200
Form No.PF-AU-INDCMT-TE-S200 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Particle Size Distribution of a Soil
AS1289.3.6.1
Sieve Size (mm) % Passing Sieve Size (mm) % Passing.
100 100 9.5 82
75 100 6.7 78
63 100 4.75 73
53 100 2.36 62
37.5 98 1.18 55
26.5 93 0.6 47
19.0 87 0.425 43
16.0 86 0.300 38
13.2 85 0.150 29
0.075 23
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9378 0199
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 486 Bassendean WA 6934
5 Yelland WayBassendean WA 6054
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 16/12/2016
SGS Job Number: 16-01-2448 Sample No: 16-MT-9958
Lab: Bassendean Sample ID: RTP-57 (0.5m - 0.7m)
Authorised
Signatory: (Samantha McDonald) Date: 20/01/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9958-S301
Form No.PF-AU-INDCMT-TE-S301 V4.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
DRY DENSITY / MOISTURE RELATIONSHIP OF A SOIL
AS1289.5.2.1 (Modified Compactive Effort)
Sample Description: Clayey/Silty Sand with Gravel - SC/SM
Modified MDD (t/m3) 2.11
Modified OMC (%) 8.5
Oversize Sieve (mm) 19.0
Percent Wet Oversize (%) 0
Moisture Content Method AS1289.2.1.1
Sampling Method sampled by client
Date of Sampling Unknown
Note:
Sample tested in 'A' mould due to the requirements of the CBR.
This Certificate replaces the previously issued Certificate No.:16-MT-9958-S441
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 20/01/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9958
Lab: Malaga Sample ID: RTP-57 (0.5m - 0.7m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9958-S441/1
Form No.PF-AU-INDCMT-TE-S441 V5.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
California Bearing Ratio
AS1289.6.1.1 - Soaked
.
.
CBR Value @ 2.5mm: 6.
Sample Data
Sample Description: Clayey/Silty Sand with Gravel - SC/SM
Location: Gascoyne Region, WA
Sampling Method: Sample supplied by client
Depth (mm): (0.5m - 0.7m)
Maximum Dry Density (t/m³): 2.11
Optimum Moisture Content (%): 8.5
Field Moisture Content (%): 4.8
Mass of Surcharge (kg): 4.5
No. of Days Soaked: 4
Retained on 19.0mm Sieve (%): 0
+19.0mm Excluded (Yes/No): Yes.
Compaction Data
Laboratory Moisture Ratio (%): 105
Laboratory Density Ratio (%): 95
Target Moisture Ratio (%): 100
Target Density Ratio (%): 95
Target Compactive Effort: Modified.
Soak Data
Swell (%): 0.5
Dry Density After Soak (t/m³): 1.98
Moisture Content - Top 30mm (%): 16.8
Moisture Content - Remaining (%): 13.7
Test Methods: AS1289.2.1.1, AS1289.5.2.1.
Note: Sample supplied by client.
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 5/02/2017
SGS Job Number: 16-01-2448 Sample No: 16-MT-9958
Lab: Malaga Sample ID: RTP-57 (0.5m - 0.7m)
Authorised
Signatory: (Samantha McDonald) Date: 8/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 16-MT-9958-S500
Form No.PF-AU-INDCMT-TE-S500 V3.0Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
Yangibana
Pastoral Bores & Wells
Legend ACTIVE LOG
20 kmN
➤➤
N© 2016 Cnes/Spot Image
© 2016 Cnes/Spot Image
© 2016 Cnes/Spot Image© 2016 Google
© 2016 Google
© 2016 GoogleImage © 2016 CNES / Astrium
Image © 2016 CNES / Astrium
Image © 2016 CNES / AstriumImage © 2016 DigitalGlobe
Image © 2016 DigitalGlobe
Image © 2016 DigitalGlobe
LABORATORY REPORT
Job Number: 15-4218
Revision: 00
ADDRESS: ATC Williams Pty Ltd Date: 19 June 2015
Unit 1A, 21 Teddington Road
BURSWOOD WA 6100
ATTENTION: John Leavy
DATE RECEIVED: 10/06/2015
YOUR REFERENCE: ATCW290515
PURCHASE ORDER: 112391
APPROVALS:
REPORT COMMENTS:
Samples are analysed on an as received basis unless otherwise noted.
NATA accreditation for alkalinity is held to pH 8.3 and 4.5, not pH 9.5
NATA accreditation for acidity is held to pH 8.3, not pH 9.5
METHOD REFERENCES:
ARL No. 29/402/403 Metals in Water by AAS/ICPOES/ICPMS
ARL No. 029 Metals in Water by AAS
ARL No. 040 Arsenic by Hydride Atomic Absorption
ARL No. 315 Reactive Silica in Water by Discrete Analyser
ARL No. 014 pH in Water
ARL No. 017 Total Dissolved Solids (At 105oC)
ARL No. 016 Total Suspended Solids
ARL No. 037 Alkalinity in Water
ARL No. 021 Acidity in Water
ARL No. 308 Total Phosphorus in Water by Discrete Analyser
ARL No. 301 Sulphate in Water by Discrete Analyser
ARL No. 305 Chloride in Water by Discrete Analyser
ARL No. 321 Fluoride in Water by Discrete Analyser
ARL No. 313/319 NOx in Water by Discrete Analyser
Page 1 of 7
LABORATORY REPORT
ATC Williams Pty Ltd
ARL Job No: 15-4218 Revision: 00 Date: 19 June 2015
Metals in Water
Sample No: LOR UNITS 15-4218-1 15-4218-2 15-4218-3 15-4218-4 15-4218-5
Sample Description: Edmund HST Minga Well Contessi
Bore
Edmund Well YGBWBI
Aluminium - Total 0.1 mg/L <0.1 <0.1 <0.1 0.2 0.2
Iron - Total 0.01 mg/L 0.15 0.07 0.03 0.22 0.34
Sulphur - Dissolved 0.05 mg/L 96 38 17 110 25
Calcium - Dissolved 0.1 mg/L 66 39 30 79 61
Magnesium - Dissolved 0.1 mg/L 90 58 48 100 38
Sodium - Dissolved 0.1 mg/L 280 150 70 610 150
Aluminium - Dissolved 0.1 mg/L <0.1 <0.1 <0.1 <0.1 <0.1
Barium - Dissolved 0.01 mg/L 0.02 0.04 0.16 0.04 0.23
Beryllium - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Boron - Dissolved 0.01 mg/L 1.0 0.50 0.26 1.4 0.36
Chromium - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Cadmium - Dissolved 0.002 mg/L <0.002 <0.002 <0.002 <0.002 <0.002
Cobalt - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Copper - Dissolved 0.01 mg/L <0.01 <0.01 0.02 0.04 <0.01
Iron - Dissolved 0.01 mg/L 0.07 <0.01 <0.01 <0.01 <0.01
Lead - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Manganese - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 0.07
Molybdenum - Dissolved 0.01 mg/L <0.01 0.01 0.01 0.01 0.03
Nickel - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Silver - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Strontium - Dissolved 0.01 mg/L 0.76 0.41 0.30 1.1 0.52
Tin - Dissolved 0.01 mg/L <0.01 <0.01 0.02 <0.01 <0.01
Titanium - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Vanadium - Dissolved 0.01 mg/L 0.04 0.05 <0.01 0.03 <0.01
Zinc - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Antimony - Dissolved 0.001 mg/L <0.001 <0.001 <0.001 <0.001 <0.001
Arsenic - Dissolved 0.001 mg/L 0.003 0.002 <0.001 <0.001 <0.001
Selenium - Dissolved 0.001 mg/L 0.007 0.003 <0.001 0.003 0.005
Silicon - Dissolved 0.1 mg/L 32 36 30 23 24
Thorium - Dissolved 0.001 mg/L <0.001 <0.001 <0.001 <0.001 <0.001
Uranium - Dissolved 0.001 mg/L 0.004 0.004 0.020 0.038 0.016
Page 2 of 7
LABORATORY REPORT
ATC Williams Pty Ltd
ARL Job No: 15-4218 Revision: 00 Date: 19 June 2015
Metals in Water
Sample No: LOR UNITS 15-4218-6 15-4218-7 15-4218-8 15-4218-9 15-4218-10
Sample Description: RCO81 Frasers Well Yangibana
Bore
Woodsys
Bore
Red Hill 2
Aluminium - Total 0.1 mg/L 1.8 <0.1 <0.1 <0.1 0.9
Iron - Total 0.01 mg/L 2.3 0.02 0.02 <0.01 1.5
Sulphur - Dissolved 0.05 mg/L 35 52 60 79 250
Calcium - Dissolved 0.1 mg/L 60 47 120 110 250
Magnesium - Dissolved 0.1 mg/L 43 40 75 110 130
Sodium - Dissolved 0.1 mg/L 340 550 350 380 620
Aluminium - Dissolved 0.1 mg/L 0.8 <0.1 <0.1 <0.1 <0.1
Barium - Dissolved 0.01 mg/L 0.08 0.04 0.03 0.03 0.07
Beryllium - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Boron - Dissolved 0.01 mg/L 0.61 0.83 0.55 0.80 2.1
Chromium - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Cadmium - Dissolved 0.002 mg/L <0.002 <0.002 <0.002 <0.002 <0.002
Cobalt - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Copper - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Iron - Dissolved 0.01 mg/L 0.26 <0.01 <0.01 <0.01 0.19
Lead - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Manganese - Dissolved 0.01 mg/L 0.01 <0.01 <0.01 <0.01 0.87
Molybdenum - Dissolved 0.01 mg/L 0.02 0.02 <0.01 <0.01 0.01
Nickel - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Silver - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Strontium - Dissolved 0.01 mg/L 0.58 0.52 0.92 0.82 2.2
Tin - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Titanium - Dissolved 0.01 mg/L 0.02 <0.01 <0.01 <0.01 <0.01
Vanadium - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 0.01 <0.01
Zinc - Dissolved 0.01 mg/L <0.01 <0.01 <0.01 <0.01 <0.01
Antimony - Dissolved 0.001 mg/L <0.001 <0.001 <0.001 <0.001 <0.001
Arsenic - Dissolved 0.001 mg/L <0.001 <0.001 <0.001 <0.001 0.004
Selenium - Dissolved 0.001 mg/L 0.008 0.005 0.005 0.003 <0.001
Silicon - Dissolved 0.1 mg/L 20 24 23 26 31
Thorium - Dissolved 0.001 mg/L <0.001 <0.001 <0.001 <0.001 <0.001
Uranium - Dissolved 0.001 mg/L 0.014 0.025 0.029 0.009 0.079
Page 3 of 7
LABORATORY REPORT
ATC Williams Pty Ltd
ARL Job No: 15-4218 Revision: 00 Date: 19 June 2015
Metals in Water
Sample No: LOR UNITS 15-4218-11
Sample Description: Dup 1
Aluminium - Total 0.1 mg/L <0.1
Iron - Total 0.01 mg/L 0.13
Sulphur - Dissolved 0.05 mg/L 110
Calcium - Dissolved 0.1 mg/L 68
Magnesium - Dissolved 0.1 mg/L 93
Sodium - Dissolved 0.1 mg/L 210
Aluminium - Dissolved 0.1 mg/L <0.1
Barium - Dissolved 0.01 mg/L 0.02
Beryllium - Dissolved 0.01 mg/L <0.01
Boron - Dissolved 0.01 mg/L 0.91
Chromium - Dissolved 0.01 mg/L <0.01
Cadmium - Dissolved 0.002 mg/L <0.002
Cobalt - Dissolved 0.01 mg/L <0.01
Copper - Dissolved 0.01 mg/L <0.01
Iron - Dissolved 0.01 mg/L 0.06
Lead - Dissolved 0.01 mg/L <0.01
Manganese - Dissolved 0.01 mg/L <0.01
Molybdenum - Dissolved 0.01 mg/L <0.01
Nickel - Dissolved 0.01 mg/L <0.01
Silver - Dissolved 0.01 mg/L <0.01
Strontium - Dissolved 0.01 mg/L 0.71
Tin - Dissolved 0.01 mg/L <0.01
Titanium - Dissolved 0.01 mg/L <0.01
Vanadium - Dissolved 0.01 mg/L 0.04
Zinc - Dissolved 0.01 mg/L <0.01
Antimony - Dissolved 0.001 mg/L <0.001
Arsenic - Dissolved 0.001 mg/L 0.003
Selenium - Dissolved 0.001 mg/L 0.005
Silicon - Dissolved 0.1 mg/L 33
Thorium - Dissolved 0.001 mg/L <0.001
Uranium - Dissolved 0.001 mg/L 0.004
Page 4 of 7
LABORATORY REPORT
ATC Williams Pty Ltd
ARL Job No: 15-4218 Revision: 00 Date: 19 June 2015
Physical Parameters
Sample No: LOR UNITS 15-4218-1 15-4218-2 15-4218-3 15-4218-4 15-4218-5
Sample Description: Edmund HST Minga Well Contessi
Bore
Edmund Well YGBWBI
pH 0.1 pH units 8.6 8.2 8.5 7.9 7.8
Total Dissolved Solids 5 mg/L 1,400 920 600 2,200 870
Total Suspended Solids 5 mg/L <5 <5 7 17 5
Alkalinity 5 mgCaCO3/L 300 520 360 430 300
Alkalinity to pH9.5 5 mgCaCO3/L <5 <5 <5 <5 <5
Acidity to pH9.5 5 mgCaCO3/L 82 120 77 130 95
Physical Parameters
Sample No: LOR UNITS 15-4218-6 15-4218-7 15-4218-8 15-4218-9 15-4218-10
Sample Description: RCO81 Frasers Well Yangibana
Bore
Woodsys
Bore
Red Hill 2
pH 0.1 pH units 7.4 8.0 7.5 7.7 7.2
Total Dissolved Solids 5 mg/L 1,300 1,600 1,600 1,800 2,800
Total Suspended Solids 5 mg/L 84 <5 <5 <5 76
Alkalinity 5 mgCaCO3/L 370 410 360 440 440
Alkalinity to pH9.5 5 mgCaCO3/L <5 <5 <5 <5 <5
Acidity to pH9.5 5 mgCaCO3/L 110 93 120 140 200
Physical Parameters
Sample No: LOR UNITS 15-4218-11
Sample Description: Dup 1
pH 0.1 pH units 8.6
Total Dissolved Solids 5 mg/L 1,400
Total Suspended Solids 5 mg/L 7
Alkalinity 5 mgCaCO3/L 640
Alkalinity to pH9.5 5 mgCaCO3/L <5
Acidity to pH9.5 5 mgCaCO3/L 82
Total Phosphorus in
Water
Sample No: LOR UNITS 15-4218-1 15-4218-2 15-4218-3 15-4218-4 15-4218-5
Sample Description: Edmund HST Minga Well Contessi
Bore
Edmund Well YGBWBI
Total Phosphorus 0.01 mg/L 0.09 0.12 0.06 0.07 0.13
Total Phosphorus in
Water
Sample No: LOR UNITS 15-4218-6 15-4218-7 15-4218-8 15-4218-9 15-4218-10
Sample Description: RCO81 Frasers Well Yangibana
Bore
Woodsys
Bore
Red Hill 2
Total Phosphorus 0.01 mg/L 0.11 0.14 0.04 0.12 0.39
Page 5 of 7
LABORATORY REPORT
ATC Williams Pty Ltd
ARL Job No: 15-4218 Revision: 00 Date: 19 June 2015
Total Phosphorus in
Water
Sample No: LOR UNITS 15-4218-11
Sample Description: Dup 1
Total Phosphorus 0.01 mg/L 0.11
Ions by Discrete
Analyser
Sample No: LOR UNITS 15-4218-1 15-4218-2 15-4218-3 15-4218-4 15-4218-5
Sample Description: Edmund HST Minga Well Contessi
Bore
Edmund Well YGBWBI
Sulphate 1 mg/L 330 110 45 320 73
Chloride 5 mg/L 270 110 95 810 240
Fluoride 0.1 mg/L 1.4 2.3 2.5 2.9 2.1
Nitrate-N 0.01 mg/L 9.0 6.5 0.05 17 11
Ions by Discrete
Analyser
Sample No: LOR UNITS 15-4218-6 15-4218-7 15-4218-8 15-4218-9 15-4218-10
Sample Description: RCO81 Frasers Well Yangibana
Bore
Woodsys
Bore
Red Hill 2
Sulphate 1 mg/L 100 160 180 250 830
Chloride 5 mg/L 410 570 530 590 710
Fluoride 0.1 mg/L 3.0 3.0 2.2 1.3 4.0
Nitrate-N 0.01 mg/L 21 12 18 13 <0.01
Ions by Discrete
Analyser
Sample No: LOR UNITS 15-4218-11
Sample Description: Dup 1
Sulphate 1 mg/L 350
Chloride 5 mg/L 310
Fluoride 0.1 mg/L 1.4
Nitrate-N 0.01 mg/L 9.0
Misc. Inorganics in
Water
Sample No: LOR UNITS 15-4218-1 15-4218-2 15-4218-3 15-4218-4 15-4218-5
Sample Description: Edmund HST Minga Well Contessi
Bore
Edmund Well YGBWBI
Hardness 5 mg CaCO3/L 530 340 270 610 310
Misc. Inorganics in
Water
Sample No: LOR UNITS 15-4218-6 15-4218-7 15-4218-8 15-4218-9 15-4218-10
Sample Description: RCO81 Frasers Well Yangibana
Bore
Woodsys
Bore
Red Hill 2
Hardness 5 mg CaCO3/L 330 280 610 730 1,200
Page 6 of 7
LABORATORY REPORT
ATC Williams Pty Ltd
ARL Job No: 15-4218 Revision: 00 Date: 19 June 2015
Misc. Inorganics in
Water
Sample No: LOR UNITS 15-4218-11
Sample Description: Dup 1
Hardness 5 mg CaCO3/L 550
Result Definitions
LOR Limit of Reporting
[NT] Not Tested
[ND] Not Detected at indicated Limit of Reporting
[NR] Analysis Not Requested
(SS) Surrogate Standard Compound - Used for QC purposes. Acceptance Criteria is 60-120%.
Page 7 of 7
Accreditation No. 2562
Date Reported
Contact
SGS Perth Environmental
28 Reid Rd
Perth Airport WA 6105
Ros Ma
(08) 9373 3500
(08) 9373 3556
1
SGS Reference
Facsimile
Telephone
Address
Manager
Laboratory
J160014
Yangibana
9433 2322
9433 2222
PO Box 8110 Fremantle High Street, Fremantle,
WA, 6160
23 Parry Street
Fremantle 6160
KARDINYA WA
Groundwater Resource Management
Kathy McDougall
Samples
Order Number
Project
Facsimile
Telephone
Address
Client
CLIENT DETAILS LABORATORY DETAILS
09 Jan 2017
ANALYTICAL REPORT
PE112999 R0
22 Dec 2016Date Received
Accredited for compliance with ISO/IEC 17025. NATA accredited laboratory 2562(898/20210).
Metals: Over range on ICPMS Method AN318 was taken from ICPOES Method AN320.
COMMENTS
Donald Smith
Chemist
Michael McKay
Inorganics and ARD Supervisor
Ohmar David
Metals Chemist
Tommy Cheng
ICP Chemist
SIGNATORIES
SGS Australia Pty Ltd
ABN 44 000 964 278
Environment, Health and Safety 28 Reid Rd
PO Box 32
Perth Airport WA 6105
Welshpool WA 6983
Australia
Australia
t +61 8 9373 3500
f +61 8 9373 3556
www.sgs.com.au
Member of the SGS Group
Page 1 of 709-January-2017
PE112999 R0ANALYTICAL REPORT
PE112999.001
Water
BHCTD02
Parameter LORUnits
Sample Number
Sample Matrix
Sample Name
pH in water Method: AN101 Tested: 23/12/2016
pH** pH Units - 7.9
Conductivity and TDS by Calculation - Water Method: AN106 Tested: 23/12/2016
Conductivity @ 25 C µS/cm 2 1800
Total Dissolved Solids (by calculation) mg/L 2 1100
Total and Volatile Suspended Solids (TSS / VSS) Method: AN114 Tested: 6/1/2017
Total Suspended Solids Dried at 103-105°C mg/L 5 310
Sulphate in water Method: AN275 Tested: 29/12/2016
Sulphate, SO4 mg/L 1 130
Metals in Water (Dissolved) by ICPOES Method: AN320/AN321 Tested: 29/12/2016
Calcium, Ca mg/L 0.2 76
Magnesium, Mg mg/L 0.1 53
Potassium, K mg/L 0.1 12
Sodium, Na mg/L 0.5 250
Trace Metals (Dissolved) in Water by ICPMS Method: AN318 Tested: 28/12/2016
Aluminium, Al µg/L 5 <5
Antimony, Sb µg/L 1 <1
Arsenic, As µg/L 1 <1
Barium, Ba µg/L 1 68
Beryllium, Be µg/L 1 <1
Boron, B µg/L 5 700
Cadmium, Cd µg/L 0.1 <0.1
Chromium, Cr µg/L 1 <1
Cobalt, Co µg/L 1 1
Copper, Cu µg/L 1 <1
Iron, Fe µg/L 5 11
Lead, Pb µg/L 1 <1
Manganese, Mn µg/L 1 230
Molybdenum, Mo µg/L 1 16
Nickel, Ni µg/L 1 2
Selenium, Se µg/L 1 <1
Strontium, Sr µg/L 1 640
Thorium, Th µg/L 1 <1
Uranium, U µg/L 1 18
Vanadium, V µg/L 1 2
Zinc, Zn µg/L 5 10
Page 2 of 709-January-2017
PE112999 R0ANALYTICAL REPORT
PE112999.001
Water
BHCTD02
Parameter LORUnits
Sample Number
Sample Matrix
Sample Name
Mercury (dissolved) in Water Method: AN311(Perth)/AN312 Tested: 29/12/2016
Mercury mg/L 0.00005 <0.00005
Page 3 of 709-January-2017
PE112999 R0QC SUMMARY
MB blank results are compared to the Limit of Reporting
LCS and MS spike recoveries are measured as the percentage of analyte recovered from the sample compared the the amount of analyte spiked into the sample.
DUP and MSD relative percent differences are measured against their original counterpart samples according to the formula : the absolute difference of the two results divided
by the average of the two results as a percentage. Where the DUP RPD is 'NA' , the results are less than the LOR and thus the RPD is not applicable.
Conductivity and TDS by Calculation - Water Method: ME-(AU)-[ENV]AN106
MB DUP %RPD LCS
%Recovery
Conductivity @ 25 C LB126450 µS/cm 2 <2 0 - 1% 96 - 102%
Total Dissolved Solids (by calculation) LB126450 mg/L 2 <2 NA
LORUnits Parameter QC
Reference
Mercury (dissolved) in Water Method: ME-(AU)-[ENV]AN311(Perth)/AN312
MB DUP %RPD LCS
%Recovery
MS
%Recovery
Mercury LB126442 mg/L 0.00005 <0.00005 0% 102 - 113% 104 - 106%
LORUnits Parameter QC
Reference
Metals in Water (Dissolved) by ICPOES Method: ME-(AU)-[ENV]AN320/AN321
MB DUP %RPD LCS
%Recovery
MS
%Recovery
Calcium, Ca LB126432 mg/L 0.2 <0.2 0% 98% 88%
Magnesium, Mg LB126432 mg/L 0.1 <0.1 0% 102% 92%
Potassium, K LB126432 mg/L 0.1 <0.1 3% 104% 90%
Sodium, Na LB126432 mg/L 0.5 <0.5 1% 109% 88%
LORUnits Parameter QC
Reference
pH in water Method: ME-(AU)-[ENV]AN101
MB DUP %RPD LCS
%Recovery
pH** LB126450 pH Units - 6.1 - 6.2 0% 101%
LORUnits Parameter QC
Reference
Sulphate in water Method: ME-(AU)-[ENV]AN275
MB DUP %RPD LCS
%Recovery
MS
%Recovery
Sulphate, SO4 LB126429 mg/L 1 <1 0 - 1% 103% 83 - 92%
LORUnits Parameter QC
Reference
Total and Volatile Suspended Solids (TSS / VSS) Method: ME-(AU)-[ENV]AN114
MB DUP %RPD LCS
%Recovery
Total Suspended Solids Dried at 103-105°C LB126623 mg/L 5 <5 2 - 19% 92%
LORUnits Parameter QC
Reference
Page 4 of 709-January-2017
PE112999 R0QC SUMMARY
MB blank results are compared to the Limit of Reporting
LCS and MS spike recoveries are measured as the percentage of analyte recovered from the sample compared the the amount of analyte spiked into the sample.
DUP and MSD relative percent differences are measured against their original counterpart samples according to the formula : the absolute difference of the two results divided
by the average of the two results as a percentage. Where the DUP RPD is 'NA' , the results are less than the LOR and thus the RPD is not applicable.
Trace Metals (Dissolved) in Water by ICPMS Method: ME-(AU)-[ENV]AN318
MB DUP %RPD LCS
%Recovery
MS
%Recovery
Aluminium, Al LB126410 µg/L 5 <5 0% 80% 105%
Antimony, Sb LB126410 µg/L 1 <1 0% 112%
Arsenic, As LB126410 µg/L 1 <1 0% 103%
Barium, Ba LB126410 µg/L 1 <1 1% 99%
Beryllium, Be LB126410 µg/L 1 <1 0% 109%
Boron, B LB126410 µg/L 5 <5 1% 89%
Cadmium, Cd LB126410 µg/L 0.1 <0.1 0% 116%
Chromium, Cr LB126410 µg/L 1 <1 0% 102%
Cobalt, Co LB126410 µg/L 1 <1 6% 99%
Copper, Cu LB126410 µg/L 1 <1 0% 106%
Iron, Fe LB126410 µg/L 5 <5 1% 110% 112%
Lead, Pb LB126410 µg/L 1 <1 0% 108%
Manganese, Mn LB126410 µg/L 1 <1 0% 101% 103%
Molybdenum, Mo LB126410 µg/L 1 <1 0% 106%
Nickel, Ni LB126410 µg/L 1 <1 7% 100%
Selenium, Se LB126410 µg/L 1 <1 0% 113% 80%
Strontium, Sr LB126410 µg/L 1 <1 0% 117%
Thorium, Th LB126410 µg/L 1 <1 0% 84%
Uranium, U LB126410 µg/L 1 <1 1% 104%
Vanadium, V LB126410 µg/L 1 <1 1% 104%
Zinc, Zn LB126410 µg/L 5 <5 1% 114%
LORUnits Parameter QC
Reference
Page 5 of 709-January-2017
PE112999 R0
METHOD METHODOLOGY SUMMARY
METHOD SUMMARY
pH in Soil Sludge Sediment and Water: pH is measured electrometrically using a combination electrode (glass plus
reference electrode) and is calibrated against 3 buffers purchased commercially. For soils, an extract with water is
made at a ratio of 1:5 and the pH determined and reported on the extract. Reference APHA 4500-H+.
AN101
Conductivity and TDS by Calculation: Conductivity is measured by meter with temperature compensation and is
calibrated against a standard solution of potassium chloride. Conductivity is generally reported as µmhos/cm or
µS/cm @ 25°C. For soils, an extract with water is made at a ratio of 1:5 and the EC determined and reported on
the extract, or calculated back to the as-received sample. Total Dissolved Salts can be estimated from conductivity
using a conversion factor, which for natural waters, is in the range 0.55 to 0.75. SGS use 0.6. Reference APHA
2510 B.
AN106
Total Suspended and Volatile Suspended Solids: The sample is homogenised by shaking and a known volume is
filtered through a pre-weighed GF/C filter paper and washed well with deionised water. The filter paper is dried and
reweighed. The TSS is the residue retained by the filter per unit volume of sample . Reference APHA 2540 D.
Internal Reference AN114
AN114
sulfate by Aquakem DA: sulfate is precipitated in an acidic medium with barium chloride. The resulting turbidity is
measured photometrically at 405nm and compared with standard calibration solutions to determine the sulfate
concentration in the sample. Reference APHA 4500-SO42-. Internal reference AN275.
AN275
Mercury by Cold Vapour AAS in Waters: Mercury ions are reduced by stannous chloride reagent in acidic solution
to elemental mercury. This mercury vapour is purged by nitrogen into a cold cell in an atomic absorption
spectrometer or mercury analyser. Quantification is made by comparing absorbances to those of the calibration
standards. Reference APHA 3112/3500.
AN311(Perth)/AN312
Determination of elements at trace level in waters by ICP-MS technique, in accordance with USEPA 6020A.AN318
Metals by ICP-OES: Samples are preserved with 10% nitric acid for a wide range of metals and some non-metals.
This solution is measured by Inductively Coupled Plasma. Solutions are aspirated into an argon plasma at
8000-10000K and emit characteristic energy or light as a result of electron transitions through unique energy
levels. The emitted light is focused onto a diffraction grating where it is separated into components .
AN320/AN321
Photomultipliers or CCDs are used to measure the light intensity at specific wavelengths. This intensity is directly
proportional to concentration. Corrections are required to compensate for spectral overlap between elements.
Reference APHA 3120 B.
AN320/AN321
Page 6 of 709-January-2017
PE112999 R0
Samples analysed as received.
Solid samples expressed on a dry weight basis.
Where "Total" analyte groups are reported (for example, Total PAHs, Total OC Pesticides) the total will be calculated as the sum of the individual
analytes, with those analytes that are reported as <LOR being assumed to be zero. The summed (Total) limit of reporting is calcuated by summing
the individual analyte LORs and dividing by two. For example, where 16 individual analytes are being summed and each has an LOR of 0.1 mg/kg,
the "Totals" LOR will be 1.6 / 2 (0.8 mg/kg). Where only 2 analytes are being summed, the " Total" LOR will be the sum of those two LORs.
Some totals may not appear to add up because the total is rounded after adding up the raw values.
If reported, measurement uncertainty follow the ± sign after the analytical result and is expressed as the expanded uncertainty calculated using a
coverage factor of 2, providing a level of confidence of approximately 95%, unless stated otherwise in the comments section of this report.
Results reported for samples tested under test methods with codes starting with ARS -SOP, radionuclide or gross radioactivity concentrations are
expressed in becquerel (Bq) per unit of mass or volume or per wipe as stated on the report. Becquerel is the SI unit for activity and equals one
nuclear transformation per second.
Note that in terms of units of radioactivity:
a. 1 Bq is equivalent to 27 pCi
b. 37 MBq is equivalent to 1 mCi
For results reported for samples tested under test methods with codes starting with ARS -SOP, less than (<) values indicate the detection limit for
each radionuclide or parameter for the measurement system used. The respective detection limits have been calculated in accordance with ISO
11929.
The QC criteria are subject to internal review according to the SGS QAQC plan and may be provided on request or alternatively can be found here :
http://www.sgs.com.au/~/media/Local/Australia/Documents/Technical%20Documents/MP-AU-ENV-QU-022%20QA%20QC%20Plan.pdf
This document is issued, on the Client 's behalf, by the Company under its General Conditions of Service available on request and accessible at
http://www.sgs.com/en/terms-and-conditions. The Client's attention is drawn to the limitation of liability, indemnification and jurisdiction issues
defined therein.
Any other holder of this document is advised that information contained hereon reflects the Company 's findings at the time of its intervention only
and within the limits of Client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate parties to
a transaction from exercising all their rights and obligations under the transaction documents.
This report must not be reproduced, except in full.
IS
LNR
*
**
Insufficient sample for analysis.
Sample listed, but not received.
NATA accreditation does not cover the
performance of this service.
Indicative data, theoretical holding time exceeded.
FOOTNOTES
LOR
↑↓
QFH
QFL
-
NVL
Limit of Reporting
Raised or Lowered Limit of Reporting
QC result is above the upper tolerance
QC result is below the lower tolerance
The sample was not analysed for this analyte
Not Validated
Page 7 of 709-January-2017
A P P E N D I X G
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\11 Geotechnical Investigation\Field Data\Lab Data\Point loads and UCS\PointLoadPLC - Copy.xlsx
Point Load Index Calculationsas per AS 4133.4.1 - 2007
Borehole Top Bottom Moisture D W L P Test type De Is Is50 Strength ClassDepth (m) Depth (m) Condition (mm) (mm) (mm) (kN) (mm) (MPa) (MPa) to AS1726-1993
CTBH-01 2.80 3.00 GRANITE INSITU 60.4 200.0 10.90 DIAMETRAL 60.4 2.99 3.25 VHCTBH-01 5.00 5.25 GRANITE INSITU 60.3 250.0 2.53 DIAMETRAL 60.3 0.70 0.76 MCTBH-01 17.00 17.25 GRANITE INSITU 60.4 250.0 13.51 DIAMETRAL 60.4 3.70 4.03 VHCTBH-01 29.60 29.90 GRANITE INSITU 57.2 300.0 30.52 DIAMETRAL 57.2 9.33 9.91 VHCTBH-04 2.50 2.70 GRANITE INSITU 53.2 200.0 13.40 DIAMETRAL 53.2 4.73 4.87 VHCTBH-04 8.70 8.94 GRANITE INSITU 58.9 240.0 16.33 DIAMETRAL 58.9 4.72 5.07 VHCTBH-05 2.00 2.20 GRANITE INSITU 59.7 200.0 6.19 DIAMETRAL 59.7 1.74 1.88 HCTBH-05 8.50 8.65 GRANITE INSITU 59.9 150.0 14.72 DIAMETRAL 59.9 4.11 4.45 VHPLBH-01 5.60 5.74 GRANITE INSITU 60.0 140.0 0.62 DIAMETRAL 60.0 0.17 0.19 LPLBH-01 14.30 14.40 GRANITE INSITU 60.0 100.0 0.39 DIAMETRAL 60.0 0.11 0.12 LPLBH-01 20.90 21.10 GRANITE INSITU 60.1 200.0 0.23 DIAMETRAL 60.1 0.06 0.07 VLPLBH-01 23.60 23.82 GRANITE INSITU 60.0 220.0 0.28 DIAMETRAL 60.0 0.08 0.08 VLPLBH-02 0.35 0.48 SANDY CLAY INSITU 60.2 130.0 0.54 DIAMETRAL 60.2 0.15 0.16 LPLBH-02 3.50 3.75 GRANITE INSITU 58.5 250.0 7.04 DIAMETRAL 58.5 2.06 2.21 HPLBH-02 5.02 5.22 GRANITE INSITU 52.1 200.0 0.71 DIAMETRAL 52.1 0.26 0.27 LPLBH-02 7.65 7.78 GRANITE INSITU 55.8 125.0 25.28 DIAMETRAL 55.8 8.12 8.53 VHPLBH-02 8.40 8.82 GRANITE INSITU 50.3 420.0 1.01 DIAMETRAL 50.3 0.40 0.40 MPLBH-03 2.20 2.30 GRANITE INSITU 55.2 100.0 1.51 DIAMETRAL 55.2 0.50 0.52 MPLBH-03 7.70 7.80 GRANITE INSITU 58.0 100.0 0.34 DIAMETRAL 58.0 0.10 0.11 LPLBH-04 3.50 3.80 GRANITE INSITU 59.2 300.0 22.28 DIAMETRAL 59.2 6.36 6.86 VHPLBH-04 4.00 4.20 GRANITE INSITU 59.7 200.0 16.18 DIAMETRAL 59.7 4.54 4.92 VHPLBH-05 2.40 2.51 GRANITE INSITU 57.2 110.0 5.69 DIAMETRAL 57.2 1.74 1.85 HPLBH-05 4.40 4.52 GRANITE INSITU 57.0 120.0 5.13 DIAMETRAL 57.0 1.58 1.67 HPLBH-05 7.70 7.85 GRANITE INSITU 52.5 150.0 1.43 DIAMETRAL 52.5 0.52 0.53 M
Legend: Strength Class Is(50) Range (MPa)
W- Width(Only use for irregular/block tests) Loading De EL ≤ 0.03
L - Length of sample VL >0.03 ≤ 0.1
D - Diameter of sample (Distance between contact points after breaking) Diametral L >0.1 ≤ 0.3
De - Equivalent Core Diameter Axial M >0.3 ≤ 1.0
( axial, block & irregular lump tests) = (4A/p)0.5 H >1 ≤ 3
A - Minimum Cross-Sectional Area at Loading Points Other shapes VH >3 ≤ 10
P - Load at Failure EH >10
Is - Uncorrected Point Load StrengthIs(50) - Point Load Strength Index
Date: 7/12/2016 112391.11 FIGURE 1
Rock Description Remarks/Comments
HASTINGS TECHNOLOGY METALS LIMITEDYANGIBANA RARE EARTH PROJECTATC Williams Pty Ltd
1141 Hay St West Perth , WA 6005
T +61 8 9213 1600 F +61 8 9486 7441 [email protected]
DIAMETRAL TEST
AXIAL TEST
OTHER SHAPES TEST
UNIAXIAL COMPRESSIVE STRENGTH OF ROCK
AS4133.4.2.1
Failure Diagram not to scale:
Indicative Only
Sample Type: HQ3 Core.
INITIAL SPECIMEN DETAILS
Core Diameter (mm): 59.7
Length/Diameter Ratio: 2.7.
Bulk Dry Density (t/m3): 1.948.
Moisture Content (%): 1.9.
.
UNIAXIAL
COMPRESSIVE STRENGTH
(MPa):4.68
.
.
Moisture Condition:
Specimen prepared at the
moisture condition as received.
Polished wet
Deviation from Standard:Non-uniformity of sides exceeds
limits of test method
Mode of Failure: Axial Failure.
Duration of Tests 10.1 mins.
Note: Sample supplied by client.
Bulk Density value was determined by the Calliper method
Dimensions & Mass for bulk density calculation were determined on the specimen immediately before loading. Dry mass was calculated from the moisture
content (AS 4133.1.1.1) taken from the UCS specimen
Bulk Density was not immersed hence Porosity has not been reported. Bulk Dry Density has been reported. Full immersion would have affected the pre-
test condition.
Tested on a hydraulic compression machine
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 30/01/2017
SGS Job Number: 17-01-97 Sample No: 17-MT-434
Lab: Malaga Sample ID: PLBH-03 (2.22 - 2.78m)
Authorised
Signatory: (Chris Howard) Date: 2/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 17-MT-434-R300
Form No.PF-(AU)-[IND(MTE)]-TE-R300.LCER/A/01.01.2009Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
UNIAXIAL COMPRESSIVE STRENGTH OF ROCK
AS4133.4.2.1
Failure Diagram not to scale:
Indicative Only
Sample Type: HQ3 Core.
INITIAL SPECIMEN DETAILS
Core Diameter (mm): 60.0
Length/Diameter Ratio: 2.9.
Bulk Dry Density (t/m3): 2.853.
Moisture Content (%): 0.1.
.
UNIAXIAL
COMPRESSIVE STRENGTH
(MPa):76.8
.
.
Moisture Condition:
Specimen prepared at the
moisture condition as received.
Polished wet
Mode of Failure: Axial Failure.
Duration of Tests 6.5 mins.
Note: Sample supplied by client.
Bulk Density value was determined by the Calliper method
Dimensions & Mass for bulk density calculation were determined on the specimen immediately before loading. Dry mass was calculated from the moisture
content (AS 4133.1.1.1) taken from the UCS specimen
Bulk Density was not immersed hence Porosity has not been reported. Bulk Dry Density has been reported. Full immersion would have affected the pre-
test condition.
Tested on a hydraulic compression machine
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 30/01/2017
SGS Job Number: 17-01-97 Sample No: 17-MT-435
Lab: Malaga Sample ID: PLBH-04 (3.5 - 3.85m)
Authorised
Signatory: (Chris Howard) Date: 2/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 17-MT-435-R300
Form No.PF-(AU)-[IND(MTE)]-TE-R300.LCER/A/01.01.2009Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
UNIAXIAL COMPRESSIVE STRENGTH OF ROCK
AS4133.4.2.1
Failure Diagram not to scale:
Indicative Only
Sample Type: HQ3 Core.
INITIAL SPECIMEN DETAILS
Core Diameter (mm): 60.8
Length/Diameter Ratio: 2.2.
Bulk Dry Density (t/m3): 1.880.
Moisture Content (%): 1.7.
.
UNIAXIAL
COMPRESSIVE STRENGTH
(MPa):15.3
.
.
Moisture Condition:
Specimen prepared at the
moisture condition as received.
Polished wet
Deviation from Standard:Less than required minimum L/D
Ratio of 2.5
Mode of Failure: Shattered Failure.
Duration of Tests 12.1 mins.
Note: Sample supplied by client.
Bulk Density value was determined by the Calliper method
Dimensions & Mass for bulk density calculation were determined on the specimen immediately before loading. Dry mass was calculated from the moisture
content (AS 4133.1.1.1) taken from the UCS specimen
Bulk Density was not immersed hence Porosity has not been reported. Bulk Dry Density has been reported. Full immersion would have affected the pre-
test condition.
Tested on a hydraulic compression machine
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 30/01/2017
SGS Job Number: 17-01-97 Sample No: 17-MT-432
Lab: Malaga Sample ID: PLBH-05 (4.7 - 4.9m)
Authorised
Signatory: (Chris Howard) Date: 2/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 17-MT-432-R300
Form No.PF-(AU)-[IND(MTE)]-TE-R300.LCER/A/01.01.2009Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
UNIAXIAL COMPRESSIVE STRENGTH OF ROCK
AS4133.4.2.1
Failure Diagram not to scale:
Indicative Only
Sample Type: HQ3 Core.
INITIAL SPECIMEN DETAILS
Core Diameter (mm): 60.8
Length/Diameter Ratio: 2.5.
Bulk Dry Density (t/m3): 1.947.
Moisture Content (%): 1.3.
.
UNIAXIAL
COMPRESSIVE STRENGTH
(MPa):8.65
.
.
Moisture Condition:
Specimen prepared at the
moisture condition as received.
Polished wet
Mode of Failure: Shear Failure.
Duration of Tests 11.4 mins.
Note: Sample supplied by client.
Bulk Density value was determined by the Calliper method
Dimensions & Mass for bulk density calculation were determined on the specimen immediately before loading. Dry mass was calculated from the moisture
content (AS 4133.1.1.1) taken from the UCS specimen
Bulk Density was not immersed hence Porosity has not been reported. Bulk Dry Density has been reported. Full immersion would have affected the pre-
test condition.
Tested on a hydraulic compression machine
[email protected]: 44 000 964 278ph: 1300 781 744fx: +61 (0)8 9209 8781
TEST CERTIFICATEThis document is issued by the Company subject to its General Conditions of Service (www.sgs.com/terms_and_conditions.htm). Attention is drawn to the limitations of liability,
indemnification and jurisdictional issues established therein.
This document is to be treated as an original within the meaning of UCP 600. Any holder of this document is to be advised that information contained hereon reflects the Company'sfindings at the time of its intervention only and within the limits of client's instructions, if any. The Company's sole responsibility is to its Client and this document does not exonerate
parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content orappearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.
SGS Australia Pty LtdPO Box 1975 Malaga WA 6944
112 Mulgul RoadMalaga WA 6090
Client: ATC Williams Pty Ltd Client Job No: 112391.11
Project: Yangibana Rare Earth Order No:
Location: Gascoyne Region, WA Tested Date: 30/01/2017
SGS Job Number: 17-01-97 Sample No: 17-MT-433
Lab: Malaga Sample ID: PLBH-05 (8.2 - 8.4m)
Authorised
Signatory: (Chris Howard) Date: 2/02/2017
Accreditation No.: 2418
Accredited for compliance with ISO/IEC 17025 - Testing Site No.: 2411Cert No.: 17-MT-433-R300
Form No.PF-(AU)-[IND(MTE)]-TE-R300.LCER/A/01.01.2009Client Address: Unit 1, 21 Teddington Road Burswood WA 6100
Page 1 of 1
A P P E N D I X H
YANGIBANA PROJECT
Geotechnical Investigation
Our Ref: 112391.11
Date: 28/02/2017 Job No: 112391.11FIGURE 1
0
10
20
30
40
50
60
70
80
90
100
0.01 0.10 1.00 10.00 100.00
Perc
enta
ge P
assin
g
Particle Size (mm)
Australian Standard Sieve Apertures (mm)
Austroads Wearing Course ASTP-09 PLTP-11 CTTP-07A CTTP-19 CTTP-30 RTP-19 RTP-28 RTP-57
0.0
38
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
80
2.3
60
4.7
50
6.7
00
9.5
00
13.2
00
19.0
00
26.5
00
37.5
00
53.0
00
75.0
00
100.0
00
Austroads Wearing Course
YANGIBANA PROJECT
Geotechnical Investigation
Our Ref: 112391.11
Date: 28/02/2017 Job No: 112391.11FIGURE 2
0
10
20
30
40
50
60
70
80
90
100
0.01 0.10 1.00 10.00 100.00
Perc
enta
ge P
assin
g
Particle Size (mm)
Australian Standard Sieve Apertures (mm)
MRWA Spec 501 Gravel Basecourse CTTP-27 CTTP-30 RTP-36
0.0
38
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
80
2.3
60
4.7
50
6.7
00
9.5
00
13.2
00
19.0
00
26.5
00
37.5
00
53.0
00
75.0
00
100.0
00
MRWA Base Course
YANGIBANA PROJECT
Geotechnical Investigation
Our Ref: 112391.11
Date: 28/02/2017 Job No: 112391.11FIGURE 3
0
10
20
30
40
50
60
70
80
90
100
0.01 0.10 1.00 10.00 100.00
Perc
enta
ge P
assin
g
Particle Size (mm)
Australian Standard Sieve Apertures (mm)
MRWA Spec 501 Gravel Sub Basecourse CTTP-27 CTTP-30 RTP-19 RTP-26 RTP-28 RTP-36
0.0
38
0.0
75
0.1
50
0.3
00
0.4
25
0.6
00
1.1
80
2.3
60
4.7
50
6.7
00
9.5
00
13.2
00
19.0
00
26.5
00
37.5
00
53.0
00
75.0
00
100.0
00
MRWA Sub Base Course
A P P E N D I X D
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 0.25
112391 Figure D1
91.
3 da
ys
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.6152e-023 m³/sec - -1.2734e-016 m³
9.1925e-011 m³/sec - 0.00072474 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 1 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 1
112391 Figure D2
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.6009e-023 m³/sec - -2.5356e-016 m³
3.5417e-009 m³/sec - -0.027198 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 2 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 2
112391 Figure D3
2 yrs
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.6009e-023 m³/sec - -1.0109e-015 m³
5.7404e-010 m³/sec - -0.16964 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 3 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 3
112391 Figure D4
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.6009e-023 m³/sec - -1.5157e-015 m³
2.3515e-009 m³/sec - -0.22016 m³
Distance
-50 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850255
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 4 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 4
112391 Figure D5
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.6009e-023 m³/sec - -2.0206e-015 m³
6.4081e-008 m³/sec - -75.746 m³
Distance
-50 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850255
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 5 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 5
112391 Figure D6
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.6009e-023 m³/sec - -2.5255e-015 m³
9.4252e-007 m³/sec - -126.55 m³
Distance
-50 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850255
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 6 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 6
112391 Figure D7
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
2.9517e-007 m³/sec - -4.2651 m³
2.0716e-006 m³/sec - -182.49 m³
Distance
-50 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850255
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 7 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 7
112391 Figure D8
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.002e-006 m³/sec - -27.575 m³
3.556e-006 m³/sec - -278.78 m³
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 8 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 8
112391 Figure D9
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.2182e-006 m³/sec - -63.309 m³
2.2839e-006 m³/sec - -361.25 m³
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 9 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 9
112391 Figure D10
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.2771e-006 m³/sec - -102.99 m³
2.3283e-006 m³/sec - -430.68 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 10 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 10
112391 Figure D11
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.3935e-006 m³/sec - -145.11 m³
2.6045e-006 m³/sec - -480.68 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 11 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 11
112391 Figure D12
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.4929e-006 m³/sec - -190.46 m³
2.2778e-006 m³/sec - -546.89 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 12 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 12
112391 Figure D13
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.4829e-006 m³/sec - -237.22 m³
4.2943e-006 m³/sec - -682.31 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 13 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 13
112391 Figure D14
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.4066e-006 m³/sec - -281.58 m³
2.589e-006 m³/sec - -763.96 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 14 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 14
112391 Figure D15
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.3534e-006 m³/sec - -324.26 m³
3.388e-006 m³/sec - -870.8 m³
Distance
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 15 of 16
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisTSF2 - Year 15
112391 Figure D16
Name: Embankment Z1 Model: Saturated / Unsaturated K-Function: Embankment Z1 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Embankment Z3 Model: Saturated / Unsaturated K-Function: Embankment Z3 Ky'/Kx' Ratio: 1 Vol. WC. Function: Embankment Z1/Z3 Name: Tailings Model: Saturated / Unsaturated K-Function: TSF 2 Tailings Ky'/Kx' Ratio: 1 Vol. WC. Function: TSF 2 Tailings Name: Foundation - Clayey Sand Model: Saturated / Unsaturated K-Function: Foundation Clayey Sand Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - Clayey Sand Name: Foundation - Highly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation HW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - HW Granite Name: Foundation - Moderately Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation MW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Slightly Weathered Granite Model: Saturated / Unsaturated K-Function: Foundation SW Granite Ky'/Kx' Ratio: 1 Vol. WC. Function: Foundation - MW/SW Granite Name: Foundation - Fresh Granite Saturated Model: Saturated Only K-Sat: 1e-006 m/sec Ky'/Kx' Ratio: 1 Volumetric Water Content: 0.2 m³/m³ Mv: 0 /kPa
1.3141e-006 m³/sec - -365.71 m³
1.1464e-006 m³/sec - -906.96 m³
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ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Rev D\Results_TSF2 Rev D.xlsx 16 of 16
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Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisRWP - Year 1 -4
112391 Figure D17
ATC Williams Pty Ltd1141 Hay Street
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Results_RWP Rev 0.xlsx 1 of 6
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Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisRWP - Year 5 -8
112391 Figure D18
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T +61 8 9213 1600 F +61 8 9486 7441
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Results_RWP Rev 0.xlsx 2 of 6
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisRWP - Year 9 -10/2
112391 Figure D19
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Results_RWP Rev 0.xlsx 3 of 6
10-Mar 10-May
10-Apr 10-Jun
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisRWP - Year 10/3 -10/6
112391 Figure D20
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Results_RWP Rev 0.xlsx 4 of 6
10-Jul 10-Sep
10-Aug 10-Oct
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisRWP - Year 10/7 -10/10
112391 Figure D21
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Results_RWP Rev 0.xlsx 5 of 6
10-Nov
10-Dec
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Seepage AnalysisRWP - Year 10/11 -10/12
112391 Figure D22
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Seepage Results\Results_RWP Rev 0.xlsx 6 of 6
A P P E N D I X E
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisStatic - High RWP - Stage 1 d/s
112391 Figure E1
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 1 of 12
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Stability AnalysisStatic - High RWP - Stage 1 u/s
112391 Figure E2
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 2 of 12
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisStatic - High RWP - LOM
112391 Figure E12
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 3 of 12
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisStatic - Low RWP - Stage 1 d/s
112391 Figure E12
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 4 of 12
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisStatic - Low RWP - Stage 1 u/s
112391 Figure E12
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G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 5 of 12
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HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisStatic - Low RWP - LOM
112391 Figure E12
ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 6 of 12
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisOperating Conditions - OBE - Stage 1 d/s
112391 Figure E12
ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 7 of 12
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisOperating Conditions - OBE - Stage 1 u/s
112391 Figure E12
ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 8 of 12
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisOperating Conditions - OBE - LOM
112391 Figure E12
ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 9 of 12
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisOperating Conditions - MDE - LOM
112391 Figure E12
ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 10 of 12
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisPost Closure - Static
112391 Figure E12
ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 11 of 12
Our Ref:Date: Oct-17 Job No: 112391.12
HASTINGS TECHNOLOGY METALSYANGIBANA RARE EARTH PROJECT
Stability AnalysisPost Closure - MCE
112391 Figure E12
ATC Williams Pty Ltd1141 Hay Street
West Perth WA 6005AUSTRALIA
T +61 8 9213 1600 F +61 8 9486 7441
[email protected] www.atcwilliams.com.au
G:\Synergy\Projects\112\112391 Yangibana Rare Earth\12 FS TSF Design\Data and Calcs\Seepage & Stability\Stability Results\Results_TSF1 Rev 0.xlsx 12 of 12
A P P E N D I X F
Appendix F – Tailings storage data sheet (TSF 1)
Project operator: Hastings Technology Metals Limited
Project name: Yangibana Rare Earth Project Date: October 2017
TSF name: TSF 1 Commodity: Rare Earth Minerals
Name of data provider: John Leavy (ATCW) Phone +61 8 9213 1600
TSF centre co-ordinates (GDA 94) 427,492 m North 7,352,276 m East
Mining Tenement and Holder(s) details: E 09/2018 and L 09/70
TSF data
TSF status: Proposed ☒ Active ☐ Non Active ☐ Decommissioned ☐ Rehabilitated ☐ Closed ☐
Type of TSF: Central Thickened Discharge Number of cells: 1
Hazard rating: Medium TSF category: Category 2
Catchment area: 121.7 ha Nearest water course: Lyons River 9.0 km SW Date deposition started (mm/yy): 01/19 (est.) Date deposition completed (mm/yy): 01/30 (est.)
Tailings discharge method: Multiple Spigot Water recovery method: Decant Pond
Bottom of facility sealed or lined? Y / N Type of seal or liner: N/A
Depth to original groundwater level: 54 m Original groundwater TDS/pH: < 2800 mg/l / 8 Current groundwater level: 54 m AHD
Ore process: Ore Beneficiation Tailings Deposition rate: 0.93 Mtpa
Impoundment volume (present): 0 m3 Expected maximum: 7.2 Mm3
Mass of solids stored (present): 0 tonnes Expected maximum: 10.17 Mt
Above ground facilities
Foundation soils: thin superficial cover of clayey sand with minor gravel overlying residual clayey and sandy gravels
Foundation rocks: granite rock mass
Starter bund construction materials: clayey sand/sandy clay, selected mine waste rock
Wall lifting by:
Upstream ☐ Downstream ☒ Centre line ☐
Wall construction method/materials: Compacted construction materials as above
Wall lifting material: clayey sand/sandy clay/tailings, selected mine waste rock Mechanically ☒ hydraulically
Present maximum wall height agl: Starter embankment to be constructed to 4.0 m
Expected maximum: 8.8 m
Crest length (present): starter to be 900 m
Expected maximum: 2015 m
Impoundment area (present): starter to be 72 ha Expected maximum: 108.15 ha
Below ground (in-pit) facilities
Initial pit depth (maximum): N/A Area of pit base: N/A
Thickness of tailings (present): N/A Expected maximum: N/A
Current surface area of tailings: N/A Final surface area of tailings: N/A
Properties of tailings and return water
TDS: < 2080 mg/l pH: 10 - 11 Solids content: 49% Deposited density: 1.6 t/m3
Potentially hazardous substances: Nil
WAD CN: N/A mg/l Total CN: N/A mg/l
Any other NPI listed substances in the TSF? 15 Y / N
Appendix F – Tailings storage data sheet (TSF 2)
Project operator: Hastings Technology Metals Limited
Project name: Yangibana Rare Earth Project Date: October 2017
TSF name: TSF 2 Commodity: Rare Earth Minerals
Name of data provider: John Leavy (ATCW) Phone +61 8 9213 1600
TSF centre co-ordinates (GDA 94) 428,427 m North 7,352,102 m East
Mining Tenement and Holder(s) details: E 09/2018 and L 09/70
TSF data
TSF status: Proposed ☒ Active ☐ Non Active ☐ Decommissioned ☐ Rehabilitated ☐ Closed ☐
Type of TSF: Paddock Number of cells: 1
Hazard rating: Medium TSF category: Category 2
Catchment area: 21.30 ha Nearest water course: Lyons River 9.0 km SW
Date deposition started (mm/yy): 01/19 (est.) Date deposition completed (mm/yy): 01/30 (est.)
Tailings discharge method: Multiple Spigot Water recovery method: Decant Tower
Bottom of facility sealed or lined? Y / N Type of seal or liner: N/A
Depth to original groundwater level: 54 m Original groundwater TDS/pH: < 2800 mg/l / 8 Current groundwater level: 54 m
Ore process: Ore Beneficiation Tailings Deposition rate: 40,000 tpa
Impoundment volume (present): 0 m3 Expected maximum: 0.88 Mm3
Mass of solids stored (present): 0 tonnes Expected maximum: 0.44 Mt
Above ground facilities
Foundation soils: thin superficial cover of clayey sand with minor gravel overlying residual clayey and sandy gravels
Foundation rocks: granite rock mass
Starter bund construction materials: clayey sand/sandy clay, selected mine waste rock
Wall lifting by:
Upstream ☐ Downstream ☒ Centre line ☐
Wall construction method/materials: Compacted construction materials as above
Wall lifting material: clayey sand/sandy clay, selected mine waste rock Mechanically ☒ hydraulically
Present maximum wall height agl: Starter embankment to be constructed to 6.5 m
Expected maximum: 12.0 m
Crest length (present): starter to be 1260 m
Expected maximum: 1760 m
Impoundment area (present): starter to be 17.0 ha Expected maximum: 20.0 ha
Below ground (in-pit) facilities
Initial pit depth (maximum): N/A Area of pit base: N/A
Thickness of tailings (present): N/A Expected maximum: N/A
Current surface area of tailings: N/A Final surface area of tailings: N/A
Properties of tailings and return water
TDS: < 2080 mg/l pH: 10 - 11 Solids content: 19% Deposited density: 0.75t/m3
Potentially hazardous substances: NORM (4 Bq/g)
WAD CN: N/A mg/l Total CN: N/A mg/l
Any other NPI listed substances in the TSF? 15 Y / N
Appendix F – Tailings storage data sheet (TSF 3)
Project operator: Hastings Technology Metals Limited
Project name: Yangibana Rare Earth Project Date: October 2017
TSF name: TSF 3 Commodity: Rare Earth Minerals
Name of data provider: John Leavy (ATCW) Phone +61 8 9213 1600
TSF centre co-ordinates (GDA 94) 428,387 m North 7,352,492 m East
Mining Tenement and Holder(s) details: E 09/2018 and L 09/70
TSF data
TSF status: Proposed ☒ Active ☐ Non Active ☐ Decommissioned ☐ Rehabilitated ☐ Closed ☐
Type of TSF: Paddock Number of cells: 1
Hazard rating: High TSF category: Category 1
Catchment area: 17.4 ha Nearest water course: Lyons River 9.0 km SW
Date deposition started (mm/yy): 01/19 (est.) Date deposition completed (mm/yy): 01/30 (est.)
Tailings discharge method: Multiple Spigot Water recovery method: Decant Tower
Bottom of facility sealed or lined? Y / N Type of seal or liner: Clay liner and Bituminous Geomembrane
Depth to original groundwater level: 54 m Original groundwater TDS/pH: < 2800 mg/l / 8
Current groundwater level: 54 m
Ore process: Hydrometallurgical Tailings Deposition rate: 56,300 tpa
Impoundment volume (present): 0 m3 Expected maximum: 1.24 Mm3
Mass of solids stored (present): 0 tonnes Expected maximum: 0.62 Mt
Above ground facilities
Foundation soils: thin superficial cover of clayey sand with minor gravel overlying residual clayey and sandy gravels
Foundation rocks: granite rock mass
Starter bund construction materials: clayey sand/sandy clay, selected mine waste rock and upstream bituminous geomembrane liner
Wall lifting by:
Upstream ☐ Downstream ☒ Centre line ☐
Wall construction method/materials: Compacted construction materials as above and placing liners on upstream slope
Wall lifting material: clayey sand/sandy clay, selected mine waste rock and bituminous geomembrane liner Mechanically ☒ hydraulically
Present maximum wall height agl: Starter embankment to be constructed to 7.0 m
Expected maximum: 12.0 m
Crest length (present): starter to be 1580 m
Expected maximum: 1630 m
Impoundment area (present): starter to be 16.1 ha Expected maximum: 17.4 ha
Below ground (in-pit) facilities
Initial pit depth (maximum): N/A Area of pit base: N/A
Thickness of tailings (present): N/A Expected maximum: N/A
Current surface area of tailings: N/A Final surface area of tailings: N/A
Properties of tailings and return water
TDS: 12,000 mg/l pH: 6.6 Solids content: 33-45% Deposited density: 0.5 t/m3
Potentially hazardous substances: NORM (32 Bq/g)
WAD CN: N/A mg/l Total CN: N/A mg/l
Any other NPI listed substances in the TSF? 15 Y / N
CERTIFICATION OF COMPLIANCE Tailings storage facility design report
For and on behalf of .........ATC WILLIAMS......................................................................
I ...JOHN LEAVY...................................................................... being a duly authorised officer of the above company and a qualified geotechnical engineer holding professional registration by a professional body, do hereby certify and confirm that the tailings storage facility at the ...............YANGIBANA.........mine site has been designed in accordance with the current edition of the Tailings storage facilities in Western Australia – code of practice issued by the Department of Mines, Industry, Regulation and Safety, Western Australia and the design is referenced as: Yangibana Project, Western Australia – Feasibility Study Design, Tailings Storage Facilities (Report Ref 112391.12 R01 Rev 0) dated 27/08/2018.
Signature of above person: ...... ..............
Signature of witness: ...... ........................ Name of witness: ..........................GREGORY BOTHA...............................
Date: ..............................................27/08/2018.....................................................................................