TEST PIT LOG - Blacktown City · TOPSOIL - red-brown, silty sand topsoil with fine to medium gravel and some clay and rootlets, moist SANDSTONE - low strength, grey, fine to medium

TOPSOIL - red-brown, silty sand topsoil with fine tomedium gravel and some clay and rootlets, moist

SANDSTONE - low strength, grey, fine to medium grainedsandstone with medium strength iron-cemented bands

Pit discontinued at 0.3m - bucket refusal on medium strength sandstone

0.06

0.3

RIG: 3.5T mini excavator - 450mm bucket LOGGED: JN

WATER OBSERVATIONS:

REMARKS:

No free groundwater observed

PIT No: 58PROJECT No: 86061.03DATE: 3/8/2017SHEET 1 OF 1

CLIENT:PROJECT:

SURFACE LEVEL: 41.0 AHDEASTING: 300847NORTHING: 6267007

TEST PIT LOG

Results &Comments

Sampling & In Situ Testing

Wat

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SURVEY DATUM: MGA94

LOCATION:

Description

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Strata Gra

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Log

Typ

e

SAMPLING & IN SITU TESTING LEGEND

Townson Road, Colebee

A Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)

Luxeland Development Pty LtdStage 2 - Sandstone Ridge

Cone Penetrometer AS1289.6.3.2

5 10 15 20

Sand Penetrometer AS1289.6.3.3

Dynamic Penetrometer Test(blows per mm)

Depth(m) R

L

1

2

4140

39

D/E

D/E

0.00.06

0.2

0.3

TOPSOIL - brown silty sand topsoil with some fine tomedium gravel and rootlets, humid

SILTY SAND - brown silty sand with some fine gravel andsome clay, humid (possibly disturbed or filling)

SILTY CLAY - red mottled grey silty clay with some finerounded ironstone gravel, moist

SILTY CLAY - light grey mottled orange silty clay, moist

Pit discontinued at 0.5m - target depth reached

0.12

0.25

0.4

0.5

RIG: 3.5T mini excavator - 450mm bucket LOGGED: JN

WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

Results &Comments


Wat

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Dep

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Sam

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SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

4443

42

D/E

D/E

D/E

0.0

0.3

0.4

0.5

PID<1

PID=1

PID<1

TOPSOIL - brown clayey silt topsoil with some sand androotlets, wet

CLAYEY SAND - light brown mottled orange and red,clayey sand with some silt and fine rounded ironstonegravel, moist (possibly disturbed or filling)

Pit discontinued at 0.5m - limit of investigation

0.15

0.5

RIG: 5T excavator - 450mm bucket LOGGED: JN

WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

Results &Comments


Wat

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Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

4039

38

D/E

D/E

0.00.1

0.4

0.5

PID<1

PID<1

TOPSOIL - brown, clayey silt topsoil with some gravel

SILTY CLAY - brown, medium to high plasticity, silty claywith some fine to medium ironstone gravel and rootlets,moist

Bore discontinued at 0.5m - limit of investigation

0.05

0.5

Typ

e

Wat

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Dep

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Sam

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Description

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Strata Gra

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Log

Results &Comments


1

2

BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG BOREHOLE LOG CLIENT:PROJECT:LOCATION: Townson Road, Colebee

SAMPLING & IN SITU TESTING LEGENDA Auger sample G Gas sample PID Photo ionisation detector (ppm)B Bulk sample P Piston sample PL(A) Point load axial test Is(50) (MPa)BLK Block sample Ux Tube sample (x mm dia.) PL(D) Point load diametral test Is(50) (MPa)C Core drilling W Water sample pp Pocket penetrometer (kPa)D Disturbed sample Water seep S Standard penetration testE Environmental sample Water level V Shear vane (kPa)

BORE No: 61PROJECT No: 86061.03DATE: 8/8/2017SHEET 1 OF 1

DRILLER: Tightsite LOGGED: MB CASING: Uncased


REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:


100mm diameter spiral flight auger

SURFACE LEVEL: 35.6 AHDEASTING: 300789NORTHING: 6267071DIP/AZIMUTH: 90°/--

1

2

3534

33

Depth(m) R

L

Well

Construction

Details

PID=1.7

PID=1.1

PID<1

A/E

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5

TOPSOIL - brown, clayey silt topsoil with some gravel androotlets

CLAYEY SILT - brown, low to medium plasticity, clayeysilt with some fine to medium ironstone gravel androotlets, moist (possibly disturbed or filling)

SILTY CLAY - brown, medium to high plasticity, silty claywith some fine to medium ironstone gravel and rootlets,moist0.8m: becoming red-brown and pale grey

SILTY CLAY - grey mottled orange, medium to highplasticity, silty clay with some fine to medium ironstonegravel and ironstone bands, moist

SHALE - extremely low to very low strength, grey shalewith some fine to medium ironstone gravel and ironstonebands

Pit discontinued at 2.5m - target depth reached

0.05

0.3

1.2

1.8

2.5

RIG: 5T excavator - 450mm bucket LOGGED: MB/CL

WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

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Sam

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SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

2928

27

E/D

E/D

E/D

E/D

D

D

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.0

1.4

1.5

1.9

2.0

2.4

2.5

PID=1

PID<1

PID<1

PID<1

PID<1

PID<1

PID<1

TOPSOIL - brown, clayey silt topsoil with some rootletsand gravel


SILTY CLAY - brown, low to medium plasticity, silty claywith some fine to medium ironstone gravel and rootlets,moist

SILTY CLAY - mottled orange-brown, medium to highplasticity, silty clay with some fine sand, moist

SILTY CLAY - stiff to very stiff, orange mottled grey, highplasticity silty clay with some sand and ironstone gravel

SANDSTONE - extremely low to very low strength, palegrey and orange, fine to medium grained sandstone withsome high strength ironstone bands

Pit discontinued at 2.0m - practical refusal on ironstone bands

0.07

0.2

0.7

1.4

1.8

2.0


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

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Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e

*BD2/040817 duplicate taken at 0.0-0.1m






5 10 15 20



Depth(m) R

L

1

2

2625

24

*E/D

E/D

E/D

E/D

D

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.0

1.5

1.6

1.9

2.0

PID=1

PID=1

PID<1

pp = 250PID<1

pp = 200-250PID<1

PID<1

TOPSOIL - brown, clayey sand topsoil with some rootletsand gravel

SILTY CLAY - brown, low to medium plasticity, silty claywith some fine to medium ironstone gravel and rootlets,moist


0.15

0.5


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

Results &Comments


Wat

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Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

2625

24

E

E

E

0.00.1

0.2

0.3

0.4

0.5

PID<1

PID<1

PID<1

TOPSOIL - brown, clayey silt topsoil with some gravel androotlets

CLAYEY SILT - brown, low to medium plasticity, clayeysilt with some fine to medium ironstone gravel androotlets, MC<PL

SILTY CLAY - brown, medium to high plasticity, silty claywith some fine to medium ironstone gravel, MC~PL

0.8m: becoming grey mottled orange

SILTY CLAY - grey, medium plasticity, silty clay with somefine to medium ironstone gravel, moist

Bore discontinued at 2.5m - target depth reached

0.1

0.3

1.8

2.5

Typ

e

Wat

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Dep

th

Sam

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Description

of

Strata Gra

phic

Log

Results &Comments


1

2






REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:




1

2

3231

30

Depth(m) R

L

Well

Construction

Details

PID<1

PID=1

PID=2.5

PID=2.7

PID=3.3

PID=2.5

PID=1.5

A/E

A/E

A/E

A/E

A/E

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5

0.9

1.0

1.4

1.5

1.9

2.0

2.4

2.5

TOPSOIL - brown clayey silt topsoil with some fine tomedium gravel and rootlets, moist

SANDY CLAY - red mottled brown, sandy clay with somefine to coarse gravel, moist (possibly disturbed or filling)

SILTY CLAY - red mottled light grey silty clay, moist

SILTY CLAY - very stiff to hard, light grey mottled red siltyclay, moist


0.1

0.4

0.6

2.2

RIG: 3.5T excavator LOGGED: JM

WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

2

Results &Comments


Wat

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Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

3635

34

D/E

D/E

D/E

D/E

D

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.0

1.4

1.5

1.9

2.0

PID<1

PID<1

pp = 250PID=1

PID<1

pp = 400PID<1

TOPSOIL/FILLING - brown clayey silt topsoil filling withsome fine gravel and rootlets, moist

FILLING - brown clayey silt with some fine gravel, moist

FILLING - grey mottled red and orange, silty clay fillingwith some fine to medium gravel, moist

SILTY CLAY - very stiff, light grey silty clay, moist

SHALE - extremely low strength, light grey shale withsome low strength iron-cemented bands

Pit discontinued at 1.7m - bucket refusal on at least low strength shale

0.2

0.4

0.7

1.4

1.7

RIG: 5T excavator - 450mm bucket LOGGED:

WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

1

Results &Comments


Wat

er

Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e

*BD1/20170807 taken at 0.0-0.1m






5 10 15 20



Depth(m) R

L

1

2

3938

37

D/E*

D/E

D/E

D/E

D/E

D

0.00.1

0.2

0.3

0.4

0.5

0.9

1.0

1.4

1.5

1.6

1.7

PID=1

PID<1

PID<1

pp = 350PID<1

PID<1

PID<1

TOPSOIL - brown, clayey silt topsoil with some gravel

CLAYEY SILT - brown, low to medium plasticity, clayeysilt with some fine to medium ironstone gravel

0.2m: becoming light brown


0.2

0.5


WATER OBSERVATIONS:

REMARKS:



CLIENT:PROJECT:


TEST PIT LOG

Results &Comments


Wat

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Dep

th

Sam

ple

SURVEY DATUM: MGA94

LOCATION:

Description

of

Strata Gra

phic

Log

Typ

e






5 10 15 20



Depth(m) R

L

1

2

2726

25

E

E

E

0.00.1

0.2

0.3

0.4

0.5

TOPSOIL - brown, low plasticity, clayey silt topsoil withsome rootlets

SILTY CLAY - very stiff, brown, medium to high plasticity,silty clay with some fine to medium ironstone gravel, moist

0.4m: becoming orange-brown


0.1

0.5

Typ

e

Wat

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Dep

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Sam

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Description

of

Strata Gra

phic

Log

Results &Comments


1

2






REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:




*BD2/20170808 taken at 0.0-0.1m

1

2

3130

29

Depth(m) R

L

Well

Construction

Details

PID=2.5

pp = 300PID=1.2

PID<1

A/E*

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5

TOPSOIL - brown, clayey silt topsoil with some sand,rootlets and gravel

CLAYEY SILT - brown, low to medium plasticity, clayeysilt with some fine to medium ironstone gravel androotlets, moist

SILTY CLAY - brown, medium to high plasticity, silty claywith some fine to medium ironstone gravel, MC~PL


0.08

0.2

0.5

Typ

e

Wat

er

Dep

th

Sam

ple

Description

of

Strata Gra

phic

Log

Results &Comments


1

2






REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:




1

2

3433

32

Depth(m) R

L

Well

Construction

Details

PID=1.2

PID=1.1

PID=1.2

A/E

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5

TOPSOIL - brown, clayey silt topsoil with some rootlets


SILTY CLAY - orange-brown, medium to high plasticity,silty clay with some fine to medium ironstone gravel,MC~PL


0.05

0.3

0.5

Typ

e

Wat

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Dep

th

Sam

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Description

of

Strata Gra

phic

Log

Results &Comments


1

2






REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:




*BD1/20170808 taken at 0.0-0.1m

1

2

3635

34

Depth(m) R

L

Well

Construction

Details

PID=1.8

PID=1.8

PID=2.2

B/A/E*

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5


SILTY CLAY - brown, medium plasticity, silty clay withsome fine to medium ironstone gravel and rootlets, moist

SILTY CLAY - brown, medium to high plasticity, silty claywith some fine to medium ironstone gravel and rootlets,moist0.3m: becoming grey mottled brown


0.09

0.2

0.5

Typ

e

Wat

er

Dep

th

Sam

ple

Description

of

Strata Gra

phic

Log

Results &Comments


1

2






REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:




1

2

3938

37

Depth(m) R

L

Well

Construction

Details

PID<1

PID=1.1

PID=1.4

A/E

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5


SILTY CLAY - orange-brown, medium to high plasticity,silty clay with some fine to medium ironstone gravel, moist


0.05

0.5

Typ

e

Wat

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Dep

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Sam

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Description

of

Strata Gra

phic

Log

Results &Comments


1

2






REMARKS:

RIG: MD-200

WATER OBSERVATIONS:

TYPE OF BORING:




1

2

4039

38

Depth(m) R

L

Well

Construction

Details

PID=1.5

PID=1.3

PID=2.1

A/E

A/E

A/E

0.0

0.1

0.2

0.3

0.4

0.5

Documents

TEST PIT LOG - Blacktown City · TOPSOIL - red-brown, silty sand topsoil with fine to medium gravel and some clay and rootlets, moist SANDSTONE - low strength, grey, fine to medium