borehole log

20
6.61m: P, 10°, pl, ro, Fe 9.37m: J, 25°, un, sm 9.29m: P, 5°, un, sm, cy 9.15m: P, sh, pl, ro, cy 8.19m: P, 10°, pl, sm, Fe 8.18m: J, 75°, pl, ro, Fe 8.05m: J, sv-80°, un, he, discoloured 7.99m: P, sh, pl, ro, Fe BOREHOLE LOG From 4.3m, orange-brown and grey low to medium strength, highly to moderately weathered sandstone 5.75 87 3.25 0.8 0.4 SANDSTONE - Medium strength, slightly weathered to fresh, grey sandstone with irregular bedding, very fine to fine grained with some carbonaceous laminations 6.57m: P, 15°, un, ro, Fe SANDSTONE - Very low strength, highly weathered red and orange-brown, fine grained sandstone with bands of extremely low strength, extremely weathered light grey clayey sandstone SANDSTONE - Extremely low strength, extremely weathered, light grey and red clayey sandstone CLAY - Very stiff, brown clay with some silt and sand, M>Wp SILTY CLAY - Dark brown silty clay From 8.5m, high strength, fresh 7.35m: J, 70°, pl, he, Fe C C C S, pp 200 - 250 kPa 11,14,20 N = 34 > 600 kPa 100 100 100 97 92 pp 4.1m: P, 5°, pl, ro 6.19m: P, 10°, pl, ro, Fe 5.71m: P, 10°, un, ro 5.62m: DB 5.46m: P, 10°, pl, ro 5.2m: P, sh, pl, ro 5.17m: P, sh, pl, ro 5.13m: P, sh, pl, ro 4.94m: P, 5°, pl, ro 4.8m: P, 5°, pl, ro 4.55m: J, 60°, pl, ro 3.86m: P, sh, pl, ro 3.72m: P, 5°, pl, ro 3.64m: P, 5°, un, he 3.57m: P, 5°, un, ro 3.4m: P, 10°, un, ro 3.38m: J, 20°, pl, he PL(A) = 0.63MPa PL(A) = 0.38MPa PL(A) = 0.41MPa 4.66m: J, 20°, pl, ro Initials: SAMPLING & IN SITU TESTING LEGEND SURFACE LEVEL: 56.91 AHD EASTING: 348334.15 NORTHING: 6382747.72 DIP/AZIMUTH: 90°/-- CLIENT: PROJECT: CHECKED Date: Description of Strata EW HW MW SW FS FR Degree of Weathering Water Depth (m) Water loss at 17.81m REMARKS: WATER OBSERVATIONS: No free groundwater observed during drilling TYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m DRILLER: Ground Test (Simon) CASING: HW - 2.9m LOGGED: Bear Pacific National C/- Sinclair Knight Merz Pty Ltd Proposed Pacific National Depot 1 2 3 4 5 6 7 8 9 A Auger sample pp Pocket penetrometer (kPa) D Disturbed sample PID Photo ionisation detector B Bulk sample S Standard penetration test U x Tube sample (x mm dia.) PL Point load strength Is(50) MPa W Water sample V Shear Vane (kPa) C Core drilling Water seep Water level BORE No: 2 PROJECT No: 39129.01 DATE: 13-17/08/09 SHEET 1 OF 5 Mansfield Street, Greta LOCATION: RIG: Scout 2 RL 56 55 54 53 52 51 50 49 48 47 0.01 Type B - Bedding S - Shear Test Results & Comments Rock Strength J - Joint D - Drill Break Fracture Spacing (m) Discontinuities Core Rec. % 0.05 Sampling & In Situ Testing Graphic Log RQD % 1.00 0.50 0.10 Ex Low Very Low Low Medium High Very High Ex High

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Page 1: BOREHOLE LOG

6.61m: P, 10°, pl, ro, Fe

9.37m: J, 25°, un, sm9.29m: P, 5°, un, sm, cy9.15m: P, sh, pl, ro, cy

8.19m: P, 10°, pl, sm,Fe

8.18m: J, 75°, pl, ro, Fe

8.05m: J, sv-80°, un, he,discoloured

7.99m: P, sh, pl, ro, Fe

BOREHOLE LOG

From 4.3m, orange-brown and greylow to medium strength, highly tomoderately weathered sandstone

5.75

87

3.25

0.8

0.4

SANDSTONE - Medium strength,slightly weathered to fresh, greysandstone with irregular bedding,very fine to fine grained with somecarbonaceous laminations

6.57m: P, 15°, un, ro, Fe

SANDSTONE - Very low strength,highly weathered red andorange-brown, fine grainedsandstone with bands of extremelylow strength, extremely weatheredlight grey clayey sandstone

SANDSTONE - Extremely lowstrength, extremely weathered, lightgrey and red clayey sandstone

CLAY - Very stiff, brown clay withsome silt and sand, M>Wp

SILTY CLAY - Dark brown silty clay

From 8.5m, high strength, fresh

7.35m: J, 70°, pl, he, Fe

C

C

C

S, pp

200 - 250 kPa

11,14,20N = 34

> 600 kPa

100

100

100

97

92

pp

4.1m: P, 5°, pl, ro

6.19m: P, 10°, pl, ro, Fe

5.71m: P, 10°, un, ro5.62m: DB5.46m: P, 10°, pl, ro5.2m: P, sh, pl, ro5.17m: P, sh, pl, ro5.13m: P, sh, pl, ro4.94m: P, 5°, pl, ro4.8m: P, 5°, pl, ro

4.55m: J, 60°, pl, ro

3.86m: P, sh, pl, ro3.72m: P, 5°, pl, ro3.64m: P, 5°, un, he3.57m: P, 5°, un, ro3.4m: P, 10°, un, ro3.38m: J, 20°, pl, he

PL(A) = 0.63MPa

PL(A) = 0.38MPa

PL(A) = 0.41MPa4.66m: J, 20°, pl, ro

Initials:

SAMPLING & IN SITU TESTING LEGEND

SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--

CLIENT:PROJECT:

CHECKED

Date:

Descriptionof

Strata

EW

HW

MW

SW

FS FR

Degree ofWeathering

Wat

erDepth(m)

Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m

DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

1

2

3

4

5

6

7

8

9

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 1 OF 5

Mansfield Street, GretaLOCATION:

RIG: Scout 2

RL

5655

5453

5251

5049

4847

0.01 Ty

peB - BeddingS - Shear

Test Results&

Comments

RockStrength

J - JointD - Drill Break

FractureSpacing

(m)

Discontinuities

Cor

eR

ec. %

0.05

Sampling & In Situ Testing

Gra

phic

Log

RQ

D%

1.00

0.50

0.10

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

Page 2: BOREHOLE LOG

FractureSpacing

(m)

18.78m: MFr, 10°-75°,un, sm18.9m: MFr, 30°, pl, sm19.2m: MFr, 40°, pl, sm

19.87m: J, 15°, pl, sm,

SANDSTONE - Medium strength,slightly weathered to fresh, greysandstone with irregular bedding,very fine to fine grained with somecarbonaceous laminations(continued)

From 12.5m, pyrite flecks and blebs

At 15.25m, pebbly inclusions,800mm thick

At 15.64m, rock fragments, > 60mm

At 17.97m, pebbly inclusions,330mm thickAt 18.2m, rock fragments, > 60mmwith mineral veneer

17.5m: J, 20°, pl, sm

0.01

0.05

Discontinuities

J - JointD - Drill Break

B - BeddingS - Shear Ty

pe

97

BOREHOLE LOG

C 100

98

100

100

100

100

100

17.81m: J, 45°, pl, sm,calcite

C

17.56m: J, 20°, pl, sm

C

C

PL(A) = 2.18MPaPL(D) = 1.26MPa

PL(A) = 1.68MPaPL(D) = 1.13MPa

>>

>>

15.37m: J, 45°, pl, ro

16.33m: J, 45°, pl, ro

16.99m: J, 30°, pl, sm

Sampling & In Situ Testing

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

CHECKED

CLIENT:PROJECT:

SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--

SAMPLING & IN SITU TESTING LEGEND

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

11

12

13

14

15

16

17

18

19

RL

RIG: Scout 2

LOCATION:

LOGGED: Bear

Depth(m)

Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m

Mansfield Street, Greta

CASING: HW - 2.9m

BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 2 OF 5

4645

4443

4241

4039

3837

DRILLER: Ground Test (Simon)

Cor

eR

ec. %

Gra

phic

Log Test Results

&Comments

Date:

1.00

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

RQ

D%W

ater

RockStrength

0.10

Degree ofWeathering

EW

HW

MW

SW

FS FR

Descriptionof

Strata

Initials:

0.50

Page 3: BOREHOLE LOG

26.44m: J, 45°, pl, he

From 20.5m to 21.3m,conglomerate, medium to highstrength

27.85m: P, sh, pl, ro27.67m: MFr, 50°, pl, ro

27.62m: J/MFr, 20°, pl,sm, CBS

27.54m: J/MFr, 15°, un,ro

27.24m: P, sh, pl, sm,possible MFr

BOREHOLE LOG

97

100

21.3

96

SANDSTONE - Medium strength,slightly weathered to fresh, greysandstone with irregular bedding,very fine to fine grained with somecarbonaceous laminations(continued)

At 27.88m, conglomerate, 420mmthick

At 27.25m, carbonaceouslaminations, 100mm thick

At 27.19m to 27.25m, increasedweathering at partings, fresh stained

At 25.6m, pebbly band

From 23.2m, conglomerate, 550mmthick

SANDSTONE - High strength, fresh,grey, fine to medium grainedsandstone with some coarse grainedsand and pebbly inclusions

25.6m: DB

C

C

C

C

C

27.2m: P, sh, pl, sm,possible MFr

100

100

100

100

100

pyrite

23.73m: P, 10°, pl, sm

23.44m: P, 10°, sm, pl,CBS 10mm

23.25m: J, 25°, pl, he23.22m: DB

23.07m: J, 55°, un, sm,poss MFr

22.87m: P, 5°, pl, ro, Fe

22.73m: J, 40°, pl, sm,Fe

21.3m: Fault, 60°, un,sm

PL(A) = 1.12MPa

PL(A) = 1.23MPaPL(D) = 0.59MPa

PL(A) = 0.98MPaPL(D) = 0.78MPa

PL(A) = 1.81MPaPL(D) = 0.57MPa

FractureSpacing

(m)

21.95m: J, 60°, un, he

CHECKED

21

22

23

24

25

26

27

28

29

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

SAMPLING & IN SITU TESTING LEGEND

SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--

100

LOCATION:

Date:

Initials:

CLIENT:PROJECT:

3635

3433

3231

3029

2827

Depth(m)

Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m

DRILLER: Ground Test (Simon) CASING: HW - 2.9m

RL

RIG: Scout 2

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 3 OF 5

Mansfield Street, Greta

Descriptionof

Strata

LOGGED: Bear

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

Sampling & In Situ Testing

0.50 Ty

pe

1.00

B - BeddingS - Shear

J - JointD - Drill Break

Discontinuities

0.05

0.01

100

EW

HW

MW

SW

FS FR

Degree ofWeathering

Wat

er

0.10

Test Results&

CommentsGra

phic

Log

Cor

eR

ec. %

RQ

D%

RockStrength

Page 4: BOREHOLE LOG

At 34.57m, fragmented, 20mm

RUBBLE/COAL - Medium to highstrength, slightly weathered, blackbright coal, highly fractured

CORE LOSS

RUBBLE/COAL - Medium to highstrength, slightly weathered, blackbright coal, highly fractured, somefragments of coke

RUBBLE / VOID

VOID

From 34.8m to 35.35m, fragmentedto highly fractured

At 34.59m, brown sandstone, 60mmthick

From 33.6m to 34.05m, pyriteinclusions

COAL - Medium to high strength,slightly weathered, black bright coalwith dull bands, fractured

At 31.68m, conglomerate, 760mmthick

At 31.24m, pebbly band, 50mmAt 30.63m, conglomerate, 100mm

At 30.56m, siltstone, highlyfractured, 60mm thick

At 30.33m, pebbly band, 110mmthick

At 30.2m, pyrite, 50mm

SANDSTONE - High strength, fresh,grey, fine to medium grainedsandstone with some coarse grainedsand and pebbly inclusions(continued)

From 34.8m to 36.2m, mineralstaining on fractures (yellow andwhite)

BOREHOLE LOG

96

39.5

39.3

38.7

36.55

36.2

33.25

100

C

C

C

C

C

20

100

100

0

0

98

96

90

30.8m: J/MFr, pl, ro(30.7-30.95)

39.3m: CORE LOSS:200mm

From 33.3m to 36.2m,sv cleats

33.25m: P, 5°, pl, sm

31.85m: J/MFr, 45°, pl,ro, Fe

31.74m: J/MFr, 80°, pl,ro, Fe

31.7m: J/MFr, 60°, pl,ro, Fe

31.68m: DB, CBS

31.28m: DB

30.56m: P, un, ro, Fe

30.18m: J, 25°, un, sm30.11m: DB

PL(A) = 1.05MPa

PL(A) = 1.58MPa

PL(A) = 0.8MPaPL(D) = 1.5MPa

31.43m: DB, CBS

Degree ofWeathering

CHECKED

Date:

Initials:

RQ

D%

EW

HW

MW

SW

FS FR

SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--

Wat

er

RockStrength

Test Results&

CommentsCor

eR

ec. %

Descriptionof

Strata

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

Depth(m)

Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m

DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear

2625

2423

2221

2019

1817

CLIENT:PROJECT:

BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 4 OF 5

Mansfield Street, GretaLOCATION:

RIG: Scout 2

RL

31

32

33

34

35

36

37

38

39

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

SAMPLING & IN SITU TESTING LEGEND

Gra

phic

Log

1.00

FractureSpacing

(m)

0.01

0.05

Discontinuities

J - JointD - Drill Break

B - BeddingS - Shear

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

0.50

0.10 Ty

pe

Sampling & In Situ Testing

Page 5: BOREHOLE LOG

C

C41.8

0

42.5

B - BeddingS - Shear

Discontinuities

0.01

FractureSpacing

(m)

90

90

BOREHOLE LOG

41.7

55

41.85m: DB

42.25m: Fault, 50°, pl,polished, cy

42.1742.15m: DB

41.8m: DB

41.7m: CORE LOSS:100mm

41.3m: J, sv, pl, sm(41.0-41.7)

40.9m: J, 75°, pl, sm

42.2m: Fault, 50°, un,polished, 10mm gauge,clayey sand and rockfragments

SILTSTONE - High strength, slightlyweathered, grey siltstone

40.7

40.0

Bore discontinued at 42.5m, limit ofinvestigation

SANDSTONE - High strength,slightly weathered, dark grey -brown fine grained sandstone

CORE LOSS

COAL - Medium to high strength,slightly weathered, black bright coal

CLAY/CLAYSTONE - Extremely lowto very low strength, extremelyweathered to highly weathered, greyclay/claystone, highly fractured

J - JointD - Drill Break

CLIENT:PROJECT:

RL

41

42

43

44

45

46

47

48

49

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

LOCATION:

SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--

Mansfield Street, Greta

CHECKED

Date:

0.05

SAMPLING & IN SITU TESTING LEGEND

Depth(m)

Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m

DRILLER: Ground Test (Simon)RIG: Scout 2 LOGGED: Bear

1615

1413

1211

109

87

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 5 OF 5

CASING: HW - 2.9m

Gra

phic

Log

Cor

eR

ec. %

RQ

D%

1.00

0.10

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

Sampling & In Situ Testing

Type

0.50

Degree ofWeatheringDescription

ofStrata

EW

HW

MW

SW

FS FR

Initials:

Wat

er

RockStrength

Test Results&

Comments

Page 6: BOREHOLE LOG

PL(A) = 0.28MPa

BOREHOLE LOG

PL(A) = 0.55MPaPL(D) = 0.44MPa

PL(A) = 0.29MPa

PL(D) = 0.14MPaPL(A) = 0.27MPa

10,12,16N = 28

> 600 kPa

4,6,8N = 14

400 kPa

4m: DB

SANDY CLAY - Stiff to very stiff,brown and orange-brown finegrained sandy clay, M Wp,increasing stiffness with depth,grading to extremely low strength,extremely weathered sandstone

4.15m: DB

C

5.24m: P, 10°, un, sm,Fe

7.32m: DB7.23m: P, 5°, pl, ro, Fe

6.88m: J, 40°, irregular,ro, Fe

6.63m: P/poss DB, sh,pl, ro

6.59m: P/poss DB, 5°,un, ro

6.28m: DB

6.12m: Fr, 80°, irregular,sm, some Fe

5.95m: P, 5°, pl, sm, Fe5.73m: DB5.6m: P, sh, un, sm, Fe

5.5m: P, 20°, pl, he,stained

8.4m: Fr, sh-sv,un/irregular, he

5.07m: P, 5°, pl, ro, Fe

5m: J, 50°-80°, un, sm,Fe

4.88m: P, 5°, pl-sm, cy4.81m: DB4.75m: DB4.65m: J, sv, pl, he4.55m: P, 10°, pl, sm4.53m: J, 30°, un, ro4.34m: P, 5°, pl, ro

4.2m: J, 80°, un, he,stained

5.52m: P, 15°, pl, sm

SANDSTONE - Extremely low tovery low strength, extremelyweathered to highly weathered, redand light grey clayey fine grainedsandstone, irregular bedding

C

C

S, pp

S, pp

99

100

7.98m: P, 10°, pl, ro, Fe7.99m: P, sh, pl, ro, Fe

93

97

92

9.62m: J, 80°, pl, ro, Fe9.33m: DB9.18m: J, 70°, he, Fe, un9.15m: J, sv, he, Fe, un

8.95m: J, 30°-80°, un,ro, Fe

8.68m: J, 80°, un, ro, Fe

100

EW

HW

MW

SW

FS FR

CHECKED

Date:

Initials:

Descriptionof

Strata

SAMPLING & IN SITU TESTING LEGEND

Degree ofWeathering

Wat

er

RockStrength

Test Results&

Comments

Depth(m)

Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m

DRILLER: Ground Test (Simon) CASING: HW - 3.0mLOGGED: Bear

5958

5756

5554

5352

5150

CLIENT:PROJECT:

SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 1 OF 6

Mansfield Street, GretaLOCATION:

RIG: Scout 2

RL

1

2

3

4

5

6

7

8

9

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

Cor

eR

ec. %

0.05

0.01

FractureSpacing

(m) J - JointD - Drill Break

B - BeddingS - Shear

2.0

3.85

Gra

phic

Log

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

SANDSTONE - Low strength, highlyto moderately weathered with bandsof extremely low strength, extremelyweathered, red and light grey finegrained sandstone, irregularbedding

RQ

D%

1.00

0.50

From 4.3m, orange and grey-brown

Discontinuities Sampling & In Situ Testing

From 7.4m, orange brown and grey,medium strength, moderatelyweathered

Type

0.10

Page 7: BOREHOLE LOG

16.2m: DB

19.29m: DB

18.95m: DB

18.63m: DB

17.54m: DB

17.23m: P, 5°, un, sm,trace cy

17.09m: DBFrom 17.0m, high to very highstrength

16.24m: P, sh, pl, ro

16.16m: J, sv, pl, he, ca16.11m: P, 5°, pl, sm16.05m: DB/MFr, 10°

15.72m: MFr, 60°, pl, ro

14.5m: J, 85°-sv, un,sm, pyrite (730mm)

13.78m: DB, (inclusiondeteriorated)

13.13m: P, 10°, un, ro,pyrite + cbs

12.97m: P/DB, 10°, pl,ro, ca

12.92m: P/DB, 10°, pl,ro, ca

16.85m: J/MFr, 70°, pl,sm

From 12.55m, trace pyrite nodules,up to 30mm and spaced up to 2mapart

SANDSTONE - Medium to highstrength, fresh, grey very fine to finegrained sandstone, somecarbonaceous laminations, andsome pebbly bands and inclusions

From 11.05m, siltstone

SANDSTONE - Medium strength,moderately weathered,orange-brown and grey, fine grainedclayey sandstone

CORE LOSS

SANDSTONE - Medium strength,moderately weathered,orange-brown and grey sandstone

BOREHOLE LOG

12.26m: DB

9.65m: J, 80°, pl, he, Fe

12.77m: MFr, 15°, pl, sm

100

100

99

100

96

93

11.13m: P, 5°, un, sm,cy

11.05m: J, 20°, un, ro,Fe

10.63m: P, 15°, pl, ro,cbs CORE LOSS:30mm

10.57m: J, 65°, pl, he,Fe

10.43m: J, 65°, pl, ro

10.19m: DB

100

12.16m: P, 10°, pl, ro, cy11.76m: DB11.58m: DB

11.15m: P, 5°, un, sm,cy

>>

PL(A) = 3.06MPaPL(D) = 2.43MPa

PL(A) = 2.07MPaPL(A) = 2.36MPa

100

PL(A) = 0.37MPaPL(D) = 0.12MPa

12.57m: DB/Fr

C

C

C

C

PL(A) = 0.87MPa

SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--

CLIENT:PROJECT:

CHECKED

Date:

11

12

13

14

15

16

17

18

19

EW

HW

MW

SW

FS FR

Degree ofWeathering

Wat

er

RockStrength

Initials:

Depth(m)

Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m

DRILLER: Ground Test (Simon) CASING: HW - 3.0mLOGGED: Bear

SAMPLING & IN SITU TESTING LEGEND

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 2 OF 6

Mansfield Street, GretaLOCATION:

RIG: Scout 2

RL

Descriptionof

Strata

4948

4746

4544

4342

4140

TypeB - Bedding

S - ShearJ - JointD - Drill Break

Discontinuities

0.05

0.01

11.15

10.6610.63

10.0

0.10

1.00

0.50

FractureSpacing

(m)

Cor

eR

ec. %

RQ

D%

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

Gra

phic

Log Test Results

&Comments

Sampling & In Situ Testing

Page 8: BOREHOLE LOG

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

27.22m: P, sh, un, sm,cy27.37m: DB27.45m: DB

SANDSTONE - High to very highstrength, fresh, grey very fine to finegrained sandstone, somecarbonaceous laminations, andsome pebbly bands and inclusions

From 28.13m, calcite inclusionFrom 28.15m to 29.65m, pebblybands and inclusions

20.0

24.69m: DB

FractureSpacing

(m)

23.48m: DB0.

01

0.05

Discontinuities

J - JointD - Drill Break

B - BeddingS - Shear Ty

pe

Sampling & In Situ Testing

BOREHOLE LOG

C 100

100

100

100

100

100

100

100

26.97m: P, sh, un, sm,siltstone 2mm

C

C

C

PL(A) = 3.09MPaPL(D) = 2.22MPa

PL(A) = 1.76MPa

>>

>>

21.25m: J, 65°, pl, sm,ca

22.1m: DB

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--

SAMPLING & IN SITU TESTING LEGEND

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

21

22

23

24

25

26

27

28

29

RL

RIG: Scout 2

LOCATION:

Date:

BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 3 OF 6

CHECKED

3938

3736

3534

3332

3130

LOGGED: Bear CASING: HW - 3.0mDRILLER: Ground Test (Simon)TYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85mWATER OBSERVATIONS: No free groundwater observed during drillingREMARKS: Water loss at 21m

Depth(m)

Mansfield Street, Greta

RockStrength

CLIENT:PROJECT:

Test Results&

CommentsGra

phic

Log

Wat

er

Cor

eR

ec. %

RQ

D%

1.00

0.50

0.10

Initials:

Descriptionof

Strata

EW

HW

MW

SW

FS FR

Degree ofWeathering

Page 9: BOREHOLE LOG

36.22m: DB

31m: MFr, 20°, un

39.63m: MFr, 35°, pl, ro39.6m: MFr, 45°, pl, ro39.53m: MFr, 55°, un, ro

36.56m: DB

35.32m: DB/Fr

34.65m: DB/Fr

34.19m: J, 65°, pl, he,ca

33.79m: DB33.38m: DB

33.34m: J, 40°, pl, he,ca

39.24m: J, 20°, un, ro,ca

At 35.93m, conglomerate, 300mmthick

FractureSpacing

(m)

BOREHOLE LOG

At 39.07m, pale grey-brown, 330mm

30.93m: MFr, 5°, un

At 35.75m, pebbly, 180mm

SANDSTONE - High to very highstrength, fresh, grey fine to mediumgrained sandstone, slightly fracturedto unbroken with some pebblybands and inclusions

From 34.6m, some coarser bands

At 32.3m, pebbly band, 20mm thick

At 31.97m, carbonaceouslaminations 60mm

SANDSTONE - High to very highstrength, fresh, grey very fine to finegrained sandstone, somecarbonaceous laminations, andsome pebbly bands and inclusions(continued)

At 39.4m, conglomerate, 140mm

31.06m: DB

100

100

100

100

100

100

100

100

100

100

30.9m: DB

>>

PL(D) = 3.32MPa

PL(A) = 2.02MPaPL(A) = 1.32MPa

PL(A) = 2.85MPaPL(D) = 1.21MPa

35.5

C

C

C

C

C

31

32

33

34

35

36

37

38

39

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

SAMPLING & IN SITU TESTING LEGEND

RIG: Scout 2

CLIENT:PROJECT:LOCATION:

CHECKED

Date:

0.01

Initials:

SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--

Depth(m)

Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m

DRILLER: Ground Test (Simon)

RL

LOGGED: Bear

2928

2726

2524

2322

2120

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 4 OF 6

Mansfield Street, Greta

CASING: HW - 3.0m

1.00

0.10

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

RQ

D%

TypeB - Bedding

S - ShearJ - JointD - Drill Break

Discontinuities

0.05

Sampling & In Situ TestingDescriptionof

Strata

EW

HW

MW

SW

FS FR

Degree ofWeathering

0.50 C

ore

Rec

. %Wat

er

Gra

phic

Log

RockStrength

Test Results&

Comments

Page 10: BOREHOLE LOG

48.22m: MF/P, 10°, pl,ro

48.73

48.32m: DB

48.13m: sh-5°,P/lamination 10mmthick, sm, pl

48.12m: sh-5°,P/lamination 10mmthick, sm, pl

45.35m: MFr

44.79m: P, sh, sm44.73m: P, sh, pl, sm, cy44.63m: DB

43.89m: DBFrom 44.37m to 44.73m, pebblybands

BOREHOLE LOG

VOID

COAL - Medium to high strength,slightly weathered, black coal,fragmented to highly fractured

At 48.3m, conglomerate, 420mm

From 44.79m, conglomerate,520mm

From 42.97m to 44.79m, bands ofvery fine sandstone/siltstone up to110mm thick and up to 200mmspacing

At 42.79m, very fine sandstone,18mm

At 40.63m, conglomerate, 140mm

SANDSTONE - High to very highstrength, fresh, grey fine to mediumgrained sandstone, slightly fracturedto unbroken with some pebblybands and inclusions (continued)

42.97m: P, 5°, un, ro

At 47.74m, conglomerate, 250mm

43.22m: DB

22

100

100C

C

22

97

98

100100

PL(A) = 1.95MPaPL(D) = 2MPa

42.87m: J, 20°, pl, sm,ca

42.83m: DB in very finegrained ss

42.81m: DB in very finegrained ss

42.79m: DB in very finegrained ss

42.02m: DB, CBS

40.32m: P, di, 5°, un,sm, siltstone

C

PL(A) = 1.97MPaPL(D) = 3.13MPa

43.12m: DB

PL(A) = 2.03MPaPL(D) = 1.01MPa

PL(A) = 2.46MPa

PL(A) = 2.99MPaPL(D) = 3.18MPa

C

PL(A) = 1.22MPa

Date:

41

42

43

44

45

46

47

48

49

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

SAMPLING & IN SITU TESTING LEGEND

SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--

CLIENT:PROJECT:

RL

CHECKED

RIG: Scout 2

48.96

1918

1716

1514

1312

1110

Depth(m)

Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m

DRILLER: Ground Test (Simon) CASING: HW - 3.0m

Initials:A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 5 OF 6

Mansfield Street, GretaLOCATION:

LOGGED: Bear

0.10

Descriptionof

Strata

0.50

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h B - BeddingS - Shear

J - JointD - Drill Break

Discontinuities

0.05

0.01

FractureSpacing

(m)

Type

RockStrength

EW

HW

MW

SW

FS FR

Degree ofWeathering Sampling & In Situ Testing

Wat

er

1.00 R

QD

%Gra

phic

Log

Cor

eR

ec. % Test Results

&Comments

Page 11: BOREHOLE LOG

Sampling & In Situ Testing

Bore discontinued at 54.85m, limit ofinvestigation, due to rubble andblocked water in clay

52.88

53.954.02

54.85

COAL - Medium to high strength,slightly weathered, black coal, highlyfractured to fractured

RUBBLE/VOID

FractureSpacing

(m)

22

0.05

BOREHOLE LOG

J - JointD - Drill Break

B - BeddingS - Shear Ty

pe

C

13

0

22

13

100

C

CLAY/CLAYSTONE - Extremely lowto very low strength, extremelyweathered to highly weathered (stiffto very stiff), grey clay/claystone

pp

Discontinuities

pp

150 - 250 kPa

150 - 300 kPa

VOID (continued)

C

51

52

53

54

55

56

57

58

59

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

SAMPLING & IN SITU TESTING LEGEND

SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--

CLIENT:PROJECT:

Date:

RIG: Scout 2

Initials:

0.01

CHECKED

98

76

54

32

10

Depth(m)

Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m

DRILLER: Ground Test (Simon) CASING: HW - 3.0m

RL

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 6 OF 6

Mansfield Street, GretaLOCATION:

LOGGED: Bear

RQ

D%

Test Results&

Comments

Descriptionof

Strata Gra

phic

Log

Cor

eR

ec. %

1.00

0.50

Wat

er

0.10

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

Degree ofWeathering

EW

HW

MW

SW

FS FR

RockStrength

Page 12: BOREHOLE LOG

At 7.58m, penetrative weathering,highly weathered on joint

8.58m: J, 60°, pl, ro, Fe,20mm, poss shear zone

8.52m: J, 15°, pl, ro, Fe8.49m: P, 5°, pl, ro, Fe8.37m: DB8.26m: DB8.14m: DB8.02m: DB7.98m: 2P, 5°, pl, he, Fe

7.96m: P, 5°-10°, pl, sm,some Fe

7.75m: DB

SILTSTONE - Low to mediumstrength, moderately to slightlyweathered, grey siltstone with somebands of iron staining and highlyweathered

SANDSTONE - Very low to lowstrength, highly to moderatelyweathered, orange-brown with palegrey bands sandstone, very fine tofine grained with bands of clayeysandstone, bedding is irregular

BOREHOLE LOG

CLAY - Orange-brown clay, somesilt and sand, M Wp

98

7.58m: J, 60°, pl, ro, Fe

S

5,7,10N = 17

C

7.69m: DB

C

PL(A) = 0.04MPa

S

98

100

100

95

90C

4.91m: P, sh, pl, sm, Fe

SANDSTONE - Extremely low tovery low strength, extremelyweathered to highly weathered,orange-brown sandstone

7.22m: DB6.9m: J, 60°, pl, he, Fe

6.75m: J, 45°, pl, ro,some Fe

6.6m: P, sh, pl, sm,some Fe

6.41m: J, 15°, pl, sm,some Fe

6.36m: P, 10°, un, sm,Fe

6.25m: DB6.23m: DB

6m: DB on bedding at50°

5.94m: J, 35°, pl, ro, Fe5.81m: P, sh, pl, sm, Fe

20, 25/120mm

5.47m: P, sh, pl, ro, Fe

PL(A) = 0.24MPa

4.55m: DB

3.92m: DB3.9m: J, 30°, pl, he, Fe

3.5m: DB3.35m: DB3.29m: P, 10°, pl, ro, Fe

PL(A) = 0.6MPa

PL(A) = 0.58MPaPL(D) = 0.29MPa

PL(A) = 0.11MPa

PL(A) = 0.04MPaPL(A) = 0.18MPa

7.66m: DB

5.52m: P, sh, pl, ro, Fe

Wat

er

Initials:

Descriptionof

Strata

EW

HW

MW

SW

FS FR

Degree ofWeathering

0.10

RockStrength

Test Results&

CommentsGra

phic

Log

From 8.49m to 8.58m, penetrativeweathering, highly weathered onjoints

1.00

0.50

BORE No: 4PROJECT No: 39129.01DATE: 21-24/08/09SHEET 1 OF 3

Depth(m)

100% water loss at 25.6m, 20% return at 26.8mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.05m to 27.15

DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear

5352

5150

4948

4746

4544

Date:

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

CHECKED

Mansfield Street, GretaLOCATION:

RIG: Scout 2

RL

1

2

3

4

5

6

7

8

9

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

SAMPLING & IN SITU TESTING LEGEND

SURFACE LEVEL: 53.84 AHDEASTING: 348297.2NORTHING: 6382577.79DIP/AZIMUTH: 90°/--

CLIENT:PROJECT:

RQ

D%

3.05

6.0C

ore

Rec

. %

9.9

2.0

B - BeddingS - Shear

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

Sampling & In Situ Testing

At 9.8m to 9.85m, penetrative

TypeJ - Joint

D - Drill Break

Discontinuities

0.05

0.01

FractureSpacing

(m)

Page 13: BOREHOLE LOG

SANDSTONE - High strength, fresh,grey fine grained sandstone 19.84m: DB, 20°, pl, sm,

19.21m: CORE LOSS:150mm

18.86m: DB

18.82m: J, 25°, un, ro,siltstone (MFr?)

18.51m: P, sh-10°, un,ro, siltstone, 3mm

18.47m: P, 10°, un, ro,siltstone, 3mm

17.49m: P, 10°, pl, sm,cbs

17.06m: MFr, 20°, pl, ro

CORE LOSS

CORE LOSS

At 19.1m, pebbly band, 110mm, lowstrength

BOREHOLE LOG

At 17.49m and 17.58m,carbonaceous lens

95

From 13.3m to 13.71m, somepebbles

At 10.81m, conglomerate, 130mmthick

At 10.77m, rhyolite sill 40mm thick,high strength

From 10.35m to 10.77m, pebbly

SANDSTONE - High strength, fresh,grey fine to medium grainedsandstone

SILTSTONE - Low to mediumstrength, moderately to slightlyweathered, grey siltstone with somebands of iron staining (continued)

14.57m: J, (MFr), 80°,un, ro

weathering at joints

At 10.15m, highly weathered

PL(A) = 1.54MPaPL(D) = 1.26MPa

PL(A) = 2.06MPaPL(D) = 1.15MPa

C

C

C

16.37m: DB, sh-20°, un,sm, siltstone, 8mm

8.72m: DB

95

100

100

98

92

100

97

C

10.2m: J/Poss DB, 30°,un, ro, some Fe

At 17.97m, pebbly band 60mm

14.15m: J, 75°, pl, ro

13.68m: J, 30°, un, ro,trace Fe, poss MFr

13.23m: DB

12.9m: P, 15°, un, ro,some Fe

12.24m: J, 15°, pl, ro

12.2m: P, 5°, un, ro,siltstone

12.15m: MFr?, 55°, pl,ro

11.4m: P, 10°, un, ro, Fe

10.81m: P, 10°, pl, ro,Fe

10.6m: J, 25°, pl, he, Fe

PL(A) = 1.39MPaPL(D) = 1.4MPa

10.32m: P, pl, he, Fe

PL(A) = 0.57MPaPL(D) = 0.13MPa

10.15m: P, sh, un, ro, Fe

9.9m: CORE LOSS:50mm

9.84m: J, 25°, pl, ro, Fe9.8m: P, 10°, pl, ro, Fe9.67m: DB9.32m: DB9.15m: J, 30°, un, sm8.9m: DB8.81m: DB8.76m: DB

15.49m: MFr, 30°, pl, sm

10.49m: DB

Date:

Initials:

Descriptionof

Strata

Degree ofWeathering

CLIENT:PROJECT:

Wat

er

RockStrength

Test Results&

Comments

From 14.6m, fresh

Cor

eR

ec. %

EW

HW

MW

SW

FS FR

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

Depth(m)

100% water loss at 25.6m, 20% return at 26.8mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.05m to 27.15

DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear

4342

4140

3938

3736

3534

CHECKED

Gra

phic

Log

BORE No: 4PROJECT No: 39129.01DATE: 21-24/08/09SHEET 2 OF 3

Mansfield Street, GretaLOCATION:

RIG: Scout 2

RL

11

12

13

14

15

16

17

18

19

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

SAMPLING & IN SITU TESTING LEGEND

SURFACE LEVEL: 53.84 AHDEASTING: 348297.2NORTHING: 6382577.79DIP/AZIMUTH: 90°/--

RQ

D%

9.9510.2

19.2119.36

1.00

0.50

0.10

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

Sampling & In Situ TestingFractureSpacing

(m)

TypeB - Bedding

S - ShearJ - JointD - Drill Break

Discontinuities

0.05

0.01

Page 14: BOREHOLE LOG

CONGLOMERATE - Medium tohigh strength, grey conglomerate

From 22.3m to 22.73m, siltstonelayers and inclusions up t 10mmand up to 170mm spacing

From 22.02m, conglomerate,110mm

SANDSTONE - High strength, fresh,grey fine grained sandstone(continued)

From 19.36m, pebbly band, 110mm,medium to high strength

COAL - Medium to high strength,slilghtly weathered, black/darkbrown, fractured coal withsubvertical cleating. Bright and dullbanded with nodules and blebs ofpyrite

At 25.44m, tuff, 160mm thick

26.9m: CORE LOSS:250mm

26.7m: sv, pl, sm(400mm)

25.6m: CORE LOSS:700mm

25.2m: J, sv, pl, sm

24.65m: J/cleating, sv,pl, sm (300mm)

23.42m: DB22.92m: DB

22.73m: P, 10°, un, sm,siltstone, 5mmm, possdi

27.15

26.9

BOREHOLE LOG

25.6

92

24.01

22.73

SANDSTONE - High strength, freshgrey fine to coarse bandedsandstone

21.94m: J/MFr, 75°, un,ro

Bore discontinued at 27.15m, due tocoal cave-in and blocking bit

CORE LOSS

COAL - Medium to high strength,slightly weathered, black coal withsome mineral staining (sulphur),highly fractured to fragmented bydrilling. Bright and dull banded

CORE LOSS

95

C

C

0

45

22.53m: P, 15°, un, sm,siltstone, 5mm, poss di

100

C 0

45

100

100

100

26.3

21.74m: MFr, 75°, un, ro

cbs

PL(A) = 2.04MPa

PL(A) = 1.14MPaPL(D) = 0.95MPa

PL(A) = 0.62MPaPL(D) = 0.15MPa

PL(A) = 1.72MPaPL(D) = 1.78MPa

C

C

22.3m: P, 10°, un, sm,siltstone, 3mm, poss di

Degree ofWeathering

CHECKED

Date:

Initials:

Cor

eR

ec. %

EW

HW

MW

SW

FS FR

SURFACE LEVEL: 53.84 AHDEASTING: 348297.2NORTHING: 6382577.79DIP/AZIMUTH: 90°/--

Wat

er

RockStrength

24.4

Gra

phic

Log

Descriptionof

Strata

A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level

Depth(m)

100% water loss at 25.6m, 20% return at 26.8mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.05m to 27.15

DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear

3332

3130

2928

2726

2524

CLIENT:PROJECT:

BORE No: 4PROJECT No: 39129.01DATE: 21-24/08/09SHEET 3 OF 3

Mansfield Street, GretaLOCATION:

RIG: Scout 2

RL

21

22

23

24

25

26

27

28

29

Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot

SAMPLING & IN SITU TESTING LEGEND

Test Results&

Comments

FractureSpacing

(m)

Discontinuities

J - JointD - Drill Break

B - BeddingS - Shear

0.01

0.05 Ty

pe

RQ

D%

1.00

0.50

0.10

Ex

Low

Ver

y Lo

wLo

wM

ediu

mH

igh

Ver

y H

igh

Ex

Hig

h

Sampling & In Situ Testing

Page 15: BOREHOLE LOG

Bore 1 – 1.6 m to 5.17 m

Bore 1 – 5.17 m to 8.85 m

GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA

PROJECT 39129.01

PAGE 1 OF 10

Page 16: BOREHOLE LOG

Bore 1 – 8.85 m to 12.65 m

Bore 1 – 12.65 m to 16.50 m

GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA

PROJECT 39129.01

PAGE 2 OF 10

Page 17: BOREHOLE LOG

Bore 1 – 16.50 m to 20.30 m

Bore 1 – 20.30 m to 24.05 m

GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA

PROJECT 39129.01

PAGE 3 OF 10

Page 18: BOREHOLE LOG

Bore 1 – 24.05 m to 27.88 m

Bore 1 – 27.88 m to 31.75 m

GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA

PROJECT 39129.01

PAGE 4 OF 10

Page 19: BOREHOLE LOG

Bore 1 – 31.75 m to 35.57 m

Bore 1 – 35.57 m to 39.39 m

GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA

PROJECT 39129.01

PAGE 5 OF 10

Page 20: BOREHOLE LOG

Bore 1 – 39.39 m to 43.3 m

Bore 1 – 43.3 m to 47.19 m

GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA

PROJECT 39129.01

PAGE 6 OF 10