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This plan is confidential and only to be used on CBD Rail Link Study project.

This map contains data derived in part or wholly from sources other than the project team, and therefore, no representations or warranties are made by the project team as to the accuracy or completeness of this information.

INFORMATION SOURCES: - Aerial Imagery sourced from ALGGI 2008 - Cadastral Boundaries and sourced from LINZ. Crown Copyright Reserved.

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Auckland CBD Rail Link Study Geotechnical Investigation - Test Locations Map 05 of 10

A partnership of AECOM, Parsons Brinckerhoff and Beca in association with HASSELL SIZE:

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NOTE: Underground services may be in the proximity of proposed locations.

This plan is confidential and only to be used on CBD Rail Link Study project.

This map contains data derived in part or wholly from sources other than the project team, and therefore, no representations or warranties are made by the project team as to the accuracy or completeness of this information.

INFORMATION SOURCES: - Aerial Imagery sourced from ALGGI 2008 - Cadastral Boundaries and sourced from LINZ. Crown Copyright Reserved.

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! CPT ! Machine Bore

Parcel Boundary

Auckland CBD Rail Link Study Geotechnical Investigation - Test Locations Map 06 of 10

A partnership of AECOM, Parsons Brinckerhoff and Beca in association with HASSELL SIZE:

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STATUS:

REVISION B

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GIS 3310203-001

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NOTE: Underground services may be in the proximity of proposed locations.

This plan is confidential and only to be used on CBD Rail Link Study project.

This map contains data derived in part or wholly from sources other than the project team, and therefore, no representations or warranties are made by the project team as to the accuracy or completeness of this information.

INFORMATION SOURCES: - Aerial Imagery sourced from ALGGI 2008 - Cadastral Boundaries and sourced from LINZ. Crown Copyright Reserved.

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Auckland CBD Rail Link Study Geotechnical Investigation - Test Locations Map 07 of 10

A partnership of AECOM, Parsons Brinckerhoff and Beca in association with HASSELL SIZE:

A3

STATUS:

DRAWING NO:

REVISION B

GIS 3310203-001

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INFORMATION SOURCES: - Aerial Imagery sourced from ALGGI 2008 - Cadastral Boundaries and sourced from LINZ. Crown Copyright Reserved.

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NOTE: Underground services may be in the proximity of proposed locations.

This plan is confidential and only to be used on CBD Rail Link Study project.

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A partnership of AECOM, Parsons Brinckerhoff and Beca in association with HASSELL SIZE:

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STATUS:

REVISION B

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GIS 3310203-001

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This plan is confidential and only to be used on CBD Rail Link Study project.

This map contains data derived in part or wholly from sources other than the project team, and therefore, no representations or warranties are made by the project team as to the accuracy or completeness of this information.

INFORMATION SOURCES: - Aerial Imagery sourced from ALGGI 2008 - Cadastral Boundaries and sourced from LINZ. Crown Copyright Reserved.

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Test Locations

! CPT ! Machine Bore

Parcel Boundary

Auckland CBD Rail Link Study Geotechnical Investigation - Test Locations Map 09 of 10

A partnership of AECOM, Parsons Brinckerhoff and Beca in association with HASSELL SIZE:

A3

STATUS:

DRAWING NO:

REVISION B

GIS 3310203-001

REV:

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INFORMATION SOURCES: - Aerial Imagery sourced from ALGGI 2008 - Cadastral Boundaries and sourced from LINZ. Crown Copyright Reserved.

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NOTE: Underground services may be in the proximity of proposed locations.

This plan is confidential and only to be used on CBD Rail Link Study project.

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Parcel Boundary

Auckland CBD Rail Link Study Geotechnical Investigation - Test Locations Map 10 of 10

A partnership of AECOM, Parsons Brinckerhoff and Beca in association with HASSELL SIZE:

A3

STATUS:

DRAWING NO:

REVISION B

GIS 3310203-001

REV:

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BOREHOLE LOG KEY SHEET

CLASSIFICATION Based on USBR Unified Soil Classification System

SOIL AND ROCK DESCRIPTIONS Soil and Rock Descriptions are generally as described in the NZ Geotechnical Society “Field Description of Soil and Rock – Guideline for the Field Classification and Description of Soil and Rock for Engineering Purposes”, dated December 2005.

Vane Shear Strength measurements in accordance with the NZ Geotechnical Society “Guideline for hand held shear vane test” dated August 2001.

WATER

Water level on date shown METHOD shows drilling method OB Wash TT UT SPT MA PS

INSITU TESTS SV = 40/10

open barrel wash boring triple tube thin walled undisturbed tube standard penetration test machine auger piston sample

τ

UTP = N = 15

AL UU PSD CU CONS COMP UCS

SAMPLES Dx Bx Ux(d)

Disturbed sample, number x Bulk sample, number x Undisturbed sample, number x, tube diameter d in mm Water sample, number x

Wx

= 50/12

Insitu shear strength and remoulded shear strength respectively, as measured by Pilcon Shear Vane Vane shear strength and remoulded vane shear strength respectively, corrected to BS1377 Unable To Penetrate with Shear Vane SPT uncorrected blow count for 300mm penetration

Laboratory Test(s) carried out: Atterberg limits Unconsolidated undrained triaxial Particle size Consolidated undrained triaxial Consolidation Compaction Unconfined compression

MOISTURE D M

WEATHERING CW HW MW SW UW

Dry, looks and feels dry Moist, no free water on hand when remoulding Wet, free water on hand when remoulding Saturated, soil below water table

W S

CONSISTENCY Cohesive Soils

Completely weathered Highly weathered Moderately weathered Slightly weathered Unweathered

Non-cohesive Soils Undrained Shear Strength (kPa)

VS S F St VSt H

Very soft Soft Firm Stiff Very stiff Hard

<12 12 to 25 25 to 50 50 to 100 100 to 200 >200

SPT – Uncorrected

VL L MD D VD

Very loose Loose Medium dense Dense Very dense

0 to 4 4 to 10 10 to 30 30 to 50 >50

GRAPHIC LOG (1 or a combination of the following) Organic material Clay

Mudstone xxxxxxxx xxxxxxxx xxxxxx

Siltstone

Gravel c c c c

Shells

x x

xx

Silt

..... ..... .....

Sandstone

Limestone

Sand

vvv vvv

Volcanic Rock

No Core

ORGANIC SOILS Von Post Classification H1 H2 H3 H4 H5 H6 H7 H8 H9

H10

Completely unconverted and mud-free peat, when pressed gives clear water and plant structure is visible.

Practically unconverted and mud-free peat, when pressed gives almost clear water and plant structure is visible.

Very slightly decomposed or very slightly muddy peat, when pressed gives marked muddy water, no peat substance passes through the fingers and plant structure is less visible.

Slightly decomposed or slightly muddy peat, when pressed gives marked muddy water and plant structure is less visible.

Moderately decomposed or very muddy peat with growth structure evident but slightly obliterated.

Moderately decomposed or very muddy peat with indistinct growth structure.

Fairly well decomposed or very muddy peat but the growth structure can just be seen.

Well decomposed or very muddy peat with very indistinct growth structure.

Practically decomposed or mud-like peat in which almost no growth structure is evident.

Completely decomposed or mud peat where no growth structure can be seen, entire substance passes through the fingers when pressed.

Job Number: 3310302/203

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Mayoral Dr

Mercury Ln

Mercury Ln

Mercury Ln

Symonds St

Symonds St

Nikau St

Nikau St

Burleigh St

Burleigh St Burleigh St

Basque Rd

Basque Rd

MB1b

MB3a

MB3b

MB3c

MB4a

MB4b

MB5a

MB5b

MB6a

MB6b MB6c

MB7a

MB7b Weather

75.67

75.57

94.71 94.69

94.76

86.53

87.02

91.51

91.56

63.04

62.87

63.22

23.32

23.39

Surface (mRL)

From

7.00

28

24 10.00

46

5.2

35.5

19

43

2.00

10.7

24

7.5

16

To

10.00

31

27 13.00

55

7

44.5

22

49

5.00

13.7

30

10.5

19

Screened Interval (mbgl)

NZ1-2646407-CBD Rail Loop Ground Water Monitoring.xls

Mayoral Dr

Location

MB1a

Borehole

CBD Rail Study

From

68.67

47.57

70.71 84.69

48.76

81.33

51.52

72.51

48.56

61.04

52.17

39.22

15.82

7.39

To

Screened Geological Unit

Week 1 mRL

Week 2 mbgl

Week 2 mRL

Week 3 mbgl

Week 3 mRL

Week 4 mbgl

Week 4 mRL

71.12

63.28

66.27

67.14 80.76

80.49

63.95

19.88

11.02

27.61

59.39

53.58

9.29 3.65

45.58

16.87

6.45 17.64

9.31

14.08

4.53

12.32

no rain

Dry Dry

28.24

5.81

19.84

11.03

27.49

3.50

9.45

17.70

6.53

14.02

71.14

63.25

66.52

80.72

67.18

80.48

64.07

59.54

53.42

45.52

16.79

9.37

12.35 4.54 rain in morning

Dry Dry

28.32

5.82

19.83

11.04

27.31

3.55

9.48

17.73

6.61

14.04

71.14

63.22

66.45

80.71

67.19

80.47

64.25

59.49

53.39

45.49

16.71

9.36

12.36

63.21

66.50

80.64

67.22

80.43

64.19

59.43

53.37

45.43

16.56

9.28

Dry Dry 12.38

27.99

6.15

19.78

11.19

27.51

3.77

9.60

17.94

6.89

14.65

9/04/2010

Week 5 mbgl

4.88 70.79 4.80 showers in morning no rain

Dry Dry

28.26

5.89

19.80

11.08

27.37

3.61

9.50

17.79

6.76

14.11

12/02/2010 12/02/2010 19/02/2010 19/02/2010 25/02/2010 25/02/2010 12/03/2010 12/03/2010

Week 1 mbgl

5.77 79.53 AVF Tuff Sandstone/Mud 39.76 stone 28.49 CW-HW Waitemata 67.71 Group Dry (27m) 81.69 AVF Tuff Dry (13m) Sandstone/Mud 44.57 stone 12.29 CW Waitemata 65.67 Group 4.55 no rain

58.04 Tauranga Group Sandstone/Siltst 42.56 one/Mudstone CW-HW Waitemata 69.51 Group Sandstone/Siltst 42.52 one

Siltstone/Sandst 33.22 one/Mudstone CW-HW Waitemata 49.17 Group

4.39 Sandstone CW Waitemata 12.82 Group

Screened Interval (mRL)

Ground Water Monitoring

70.87

63.19

16/04/2010

Dry Dry

66.77

80.38

67.24

80.32

64.05

59.27

53.27

45.28

16.43

8.74

9/04/2010

Week 5 mRL

mBGL

30.00 1/02/2010

25.00

20.00

15.00

10.00

5.00

0.00

11/02/2010

21/02/2010

3/03/2010 Time

13/03/2010

Ground Water levels

23/03/2010

2/04/2010

12/04/2010

MB7b

MB7a

MB6a

MB5b

MB5a

MB4b

MB4a

MB3c

MB3b

MB3a

MB1b

MB1a

RL (m)

0.00 1/02/2010

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

11/02/2010

21/02/2010

3/03/2010 Time

13/03/2010

Ground Water levels

23/03/2010

2/04/2010

12/04/2010

MB7b

MB7a

MB6a

MB5b

MB5a

MB4b

MB4a

MB3c

MB3b

MB3a

MB1b

MB1a

AECOM

Technical Report to Support Assessment of Environmental Effects (City Rail Link Notice of Requirement) Contaminated Land Assessment

Appendix E

Additional Supporting Documentation

25 July 2012 (Revision 4)