Brisbane Perth

Soil Rock Calibration

chrisc 1919

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

0.6

1

0

20

Collapse Potential (Ic) = 11.3 %

Wet Density (t/m3): 1.44 Initial Moisture (%): 10.1 Test Condition:

Particle Density (t/m3): 2.58 Initial Voids Ratio: 0.967 Initial Degree of Saturation (%): 27.3

Sample supplied by the client Remarks: Single Individual Specimen remoulded as per client request Page 1 of 2

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

Inundated at 80 kPa

Trilab Pty LtdABN 25 065 630 506

Laboratory Number 9926

REP06201

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.65

0.70

0.75

0.80

0.85

0.90

0.95

1.00

1 10 100%

Con

solid

atio

n

Void

Rat

io

Applied Pressure (kPa)

Void Ratio% Consolidation

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth

Soil Rock Calibration

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

Stage Cc k

(m/s) t50 t90

1

2

3

4

5

6

Remarks: Single Individual Specimen remoulded as per client request Page 2 of 2

(kPa)

TEST RESULTS

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

0.3

0.5

0.9

1.8

3.9

15.2

11-22

22-43

43-84

84-84

Load

2-5

5-11

Cv (m2/yr) % ConsolidationCa x 10-3Mv (kPa-1x10-3)

Trilab Pty LtdABN 25 065 630 506

REP06201

Laboratory Number 9926

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth

Soil Rock Calibration

chrisc 1919

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

0.6

1

0

15

Collapse Potential (Ic) = 8.2 %

Wet Density (t/m3): 1.44 Initial Moisture (%): 11.3 Test Condition:

Particle Density (t/m3): 2.58 Initial Voids Ratio: 0.988 Initial Degree of Saturation (%): 29.7

Sample supplied by the client Remarks: Single Individual Specimen remoulded as per client request Page 1 of 2

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

Inundated at 80 kPa

Trilab Pty LtdABN 25 065 630 506

Laboratory Number 9926

REP06201

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.73

0.78

0.83

0.88

0.93

0.98

1.03

1 10 100%

Con

solid

atio

n

Void

Rat

io

Applied Pressure (kPa)

Void Ratio% Consolidation

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth

Soil Rock Calibration

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

Stage Cc k

(m/s) t50 t90

1

2

3

4

5

6

Remarks: Single Individual Specimen remoulded as per client request Page 2 of 2

(kPa)

TEST RESULTS

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

0.2

0.4

0.5

0.9

2.6

10.8

11-22

22-43

43-84

84-84

Load

2-5

5-11

Cv (m2/yr) % ConsolidationCa x 10-3Mv (kPa-1x10-3)

Trilab Pty LtdABN 25 065 630 506

REP06201

Laboratory Number 9926

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth

Soil Rock Calibration

chrisc 1919

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

0.4

0.6

0

5

Collapse Potential (Ic) = 0.0 %

Wet Density (t/m3): 1.97 Initial Moisture (%): 12.5 Test Condition:

Particle Density (t/m3): 2.58 Initial Voids Ratio: 0.477 Initial Degree of Saturation (%): 68.4

Sample supplied by the client Remarks: Single Individual Specimen remoulded to a target density of 95% of Standard Maximum Dry Density at Optimum Moisture Content (-2.36mm material tested) Page 1 of 2

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

Inundated at 80 kPa

Trilab Pty LtdABN 25 065 630 506

Laboratory Number 9926

REP06201

-0.6

-0.4

-0.2

0.0

0.2

0.4

0.6

0.47

0.47

0.47

0.48

0.48

1 10 100%

Con

solid

atio

n

Void

Rat

io

Applied Pressure (kPa)

Void Ratio% Consolidation

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth

Soil Rock Calibration

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

Stage Cc k

(m/s) t50 t90

1

2

3

4

5

6

Remarks: Single Individual Specimen remoulded to a target density of 95% of Standard Maximum Dry Density at Optimum Moisture Content (-2.36mm material tested) Page 2 of 2

(kPa)

TEST RESULTS

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

0.1

0.1

0.1

0.2

0.4

0.4

11-20

20-40

40-82

82-82

Load

2-5

5-11

Cv (m2/yr) % ConsolidationCa x 10-3Mv (kPa-1x10-3)

Trilab Pty LtdABN 25 065 630 506

REP06201

Laboratory Number 9926

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth

Soil Rock Calibration

chrisc 1919

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

0.6

0.8

0

5

Collapse Potential (Ic) = 0.1 %

Wet Density (t/m3): 1.85 Initial Moisture (%): 16.4 Test Condition:

Particle Density (t/m3): 2.58 Initial Voids Ratio: 0.627 Initial Degree of Saturation (%): 67.9

Sample supplied by the client Remarks: Single Individual Specimen remoulded to a target density of 95% of Standard Maximum Dry Density at Optimum Moisture Content (-2.36mm material tested) Page 1 of 2

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

Inundated at 80 kPa

Trilab Pty LtdABN 25 065 630 506

Laboratory Number 9926

REP06201

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0.61

0.61

0.61

0.61

0.62

0.62

0.62

0.62

0.62

0.63

0.63

1 10 100%

Con

solid

atio

n

Void

Rat

io

Applied Pressure (kPa)

Void Ratio% Consolidation

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth

Soil Rock Calibration

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

Stage Cc k

(m/s) t50 t90

1

2

3

4

5

6

Remarks: Single Individual Specimen remoulded to a target density of 95% of Standard Maximum Dry Density at Optimum Moisture Content (-2.36mm material tested) Page 2 of 2

(kPa)

TEST RESULTS

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

0.1

0.2

0.3

0.4

1.0

1.1

11-19

19-40

40-82

82-82

Load

2-5

5-11

Cv (m2/yr) % ConsolidationCa x 10-3Mv (kPa-1x10-3)

Trilab Pty LtdABN 25 065 630 506

REP06201

Laboratory Number 9926

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth

Soil Rock Calibration

Client Report No.

Workorder No.Address Test Date

Report DateProjectClient ID

Description Sample Type

AS1289.5.1.1 - Standard Compaction

0 % / 9.5 mm

95.1

Laboratory No. 9926

91.3 / 76.4 mm

PERMEABILITY k(20) =

Page: 1 of 1

3.0 x 10 (m/sec)

1.96

PERMEABILITY BY CONSTANT HEAD TEST REPORTTest Method AS 1289 6.7.3, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

150

50

100

RESULTS OF TESTING

1.83

13.0

12.9

De-Ionized

Depth (m)

99.3

1.000E-08

2.000E-08

3.000E-08

4.000E-08

5.000E-08

6.000E-08

7.000E-08

8.000E-08

9.000E-08

0 1000 2000 3000 4000 5000 6000 7000

k20

(m/se

c)

Elapsed Time of Test (mins)

Permeability

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included in this

document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING

Brisbane Perth

Soil Rock Calibration

Client Report No.

Workorder No.Address Test Date

Report DateProjectClient ID

Description Sample Type

AS1289.5.1.1 - Standard Compaction

De-Ionized

Depth (m)

101.0

PERMEABILITY BY CONSTANT HEAD TEST REPORTTest Method AS 1289 6.7.3, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

150

50

100

RESULTS OF TESTING

1.66

17.0

17.2

0 % / 9.5 mm

94.8

Laboratory No. 9926

101.9 / 85.4 mm

PERMEABILITY k(20) =

Page: 1 of 1

4.9 x 10 (m/sec)

1.84

Authorised Signatory

C. Channon

1.000E-07

2.000E-07

3.000E-07

4.000E-07

5.000E-07

6.000E-07

7.000E-07

8.000E-07

0 1000 2000 3000 4000 5000 6000 7000

k20

(m/se

c)

Elapsed Time of Test (mins)

Permeability

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included in this

document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

T. Lockhart

ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING

Brisbane Perth

Soil Rock Calibration

Client Report No.

Workorder No.Address Test Date

Report DateProjectClient ID

Description Sample Type

AS1289.5.1.1 - Standard Compaction

De-Ionized

Depth (m)

98.9

PERMEABILITY BY CONSTANT HEAD TEST REPORTTest Method AS 1289 6.7.3, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

150

50

100

RESULTS OF TESTING

1.73

14.5

14.3

0 % / 9.5 mm

95.2

Laboratory No. 9926

101.8 / 85.4 mm

PERMEABILITY k(20) =

Page: 1 of 1

1.3 x 10 (m/sec)

1.88

8.000E-09

1.300E-08

1.800E-08

2.300E-08

2.800E-08

3.300E-08

3.800E-08

4.300E-08

4.800E-08

5.300E-08

0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000

k20

(m/se

c)

Elapsed Time of Test (mins)

Permeability

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included in this

document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING

Brisbane Perth

Soil Rock Calibration

Client Report No.

Workorder No.Address Test Date

Report DateProjectClient ID

Description Sample Type

AS1289.5.1.1 - Standard Compaction

De-Ionized

Depth (m)

1.45

PERMEABILITY BY CONSTANT HEAD TEST REPORTTest Method AS 1289 6.7.3, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

150

50

100

RESULTS OF TESTING

1.30

11.0

11.0

0 % / 9.5 mm

Laboratory No. 9926

91.2 / 76.4 mm

PERMEABILITY k(20) =

Page: 1 of 1

6.5 x 10 (m/sec)

1.30

2.000E-08

4.000E-08

6.000E-08

8.000E-08

1.000E-07

1.200E-07

1.400E-07

1.600E-07

1.800E-07

2.000E-07

0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000

k20

(m/se

c)

Elapsed Time of Test (mins)

Permeability

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included in this

document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

T. Lockhart

ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING

Brisbane Perth

Soil Rock Calibration

Client Report No.

Workorder No.Address Test Date

Report DateProjectClient ID

Description Sample Type

AS1289.5.1.1 - Standard Compaction

De-Ionized

Depth (m)

1.44

PERMEABILITY BY CONSTANT HEAD TEST REPORTTest Method AS 1289 6.7.3, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

150

50

100

RESULTS OF TESTING

1.30

11.0

11.1

0 % / 9.5 mm

Laboratory No. 9926

101.8 / 85.4 mm

PERMEABILITY k(20) =

Page: 1 of 1

2.6 x 10 (m/sec)

1.30

1.000E-06

1.500E-06

2.000E-06

2.500E-06

3.000E-06

0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000

k20

(m/se

c)

Elapsed Time of Test (mins)

Permeability

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included in this

document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

T. Lockhart

ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING

Brisbane Perth

Soil Rock Calibration

Client Report No.

Workorder No.Address Test Date

Report DateProjectClient ID

Description Sample Type

AS1289.5.1.1 - Standard Compaction

De-Ionized

Depth (m)

1.44

PERMEABILITY BY CONSTANT HEAD TEST REPORTTest Method AS 1289 6.7.3, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

150

50

100

RESULTS OF TESTING

1.30

11.0

11.1

0 % / 9.5 mm

Laboratory No. 9926

101.8 / 85.4 mm

PERMEABILITY k(20) =

Page: 1 of 1

1.1 x 10 (m/sec)

1.30

Authorised Signatory

C. Channon

5.000E-09

1.000E-08

1.500E-08

2.000E-08

0 1000 2000 3000 4000 5000 6000

k20

(m/se

c)

Elapsed Time of Test (mins)

Permeability

Accredited for compliance with ISO/IEC 17025 - Testing. The results of the tests, calibrations, and/or measurements included in this

document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

T. Lockhart

ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING

APPENDIX: B ESC Plans

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GO

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141:

2000

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IRM

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CO

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& S

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DIM

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ILS

3527

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IRM

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3527

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GB

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ON

S

3527

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27-C

201

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11:

2000

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3527

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21:

2000

IRM

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& S

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PLA

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3527

-C30

235

27-C

302

Barron River Flood (Lake Inflow)

Local 1% AEP Event

Duration 1% AEP rainfall (mm) Flow (m3/s) 1 min 6.08 42.9 2 min 11.7 41.3 3 min 16.1 37.9 4 min 20 35.3 5 min 23.4 33.0 10 min 37.2 26.3 15 min 48.2 22.7 20 min 57.5 20.3 25 min 65.7 18.6 30 min 73.2 17.2 45 min 92.4 14.5 1 hour 108 12.7 1.5 hour 135 10.6 2 hour 157 9.2 3 hour 193 7.6 4.5 hour 237 6.2 6 hour 273 5.4 9 hour 333 4.4 12 hour 384 3.8 18 hour 469 3.1 24 hour 541 2.7 30 hour 604 2.4 36 hour 660 2.2 48 hour 757 1.9 72 hour 908 1.5 96 hour 1020 1.3 120 hour 1100 1.1 144 hour 1160 0.9 168 hour 1190 0.8

A1 Full Size

29 November 2018Acad No. 3527SK66

3527SK66

NORTHERN SANDS DMPA

Potential Sediment Pond Inundation

CAIRNS SHIPPING DEVELOPMENT

1:2000