borehole log sheet client: leda developments hole no: bh7

U 10.00 - 10.50 mU50; PP=50kPa

U 11.50 - 11.95 mU50, NP; SPT 2,3,3 N=6

D 13.00 - 13.45 mSPT 2,5,8 N=13

D 14.50 - 14.95 mSPT 8,9,12 N=21

SC-CI

SP

SP

SP

Interbedded layers of SC/CISC, CLAYEY SAND, fine to medium grained, light grey, moist to wet, loose, NATURALCI, SANDY CLAY, intermediate plasticity/fine grained sand, grey, moist, soft to firm, NATURAL

SAND, fine to medium grained, pale blue grey, moist, loose to medium dense, NATURAL

SAND, fine to medium grained, pale blue grey, moist, medium dense, NATURAL

SAND, fine to medium grained, blue grey, moist, medium dense, NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing

See Standard Sheets for details ofabbreviations & basis of

descriptions

Cardno Bowler7/98 Anzac AveHILLCREST QLD 4118PH: (07) 3800 6446FAX: (07) 3800 0816

Date Logged: 11/2/10

Hole No: BH7Sheet: 3 of 4

Date Completed: 11/2/10Date Started : 11/2/10

Driller: Matt

Job No: 9243

Angle from Horizontal: 90°

Bit: TC Bit

Contractor: DRILLSURE

Logged By: RH

Rig Type: Hydropower Scout - Track Mounted

Surface Elevation:

Client: Leda DevelopmentsProject: Cobaki Lakes DevelopmentLocation: Piggabean Road, Piggabean

Casing Diameter: 100mm

BOREHOLE LOG SHEET

Position: Refer to Site Sketch

(SYMBOL, SOIL NAME, plasticity/particlecharacteristics, colour, minor components,moisture, consistency, structure, ORIGIN)

Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

D 16.00 - 16.45 mSPT 5,6,9 N=15

U 17.50 - 17.90 mPP=300kPa

U 19.00 - 19.50 mU50; PP=300kPa

SP

CH

CH

SAND, fine to medium grained, blue grey, moist, medium dense, NATURAL

SANDY CLAY, high plasticity/fine grained sand, blue grey, moist, stiff to very stiff,RESIDUAL/NATURAL

SANDY CLAY, high plasticity/fine grained sand, blue grey, moist, very stiff, RESIDUAL/NATURAL

BOREHOLE TERMINATED AT 19.50 m

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

15.5

16.0

16.5

17.0

17.5

18.0

18.5

19.0

19.5

U 1.00 - 1.50 mU50; PP<25kPa

U 2.50 - 3.00 mU50; PP<25kPa

U 4.00 - 4.50 mU50; PP<25kPa

SM-SC

SC-CL

CL

CL

SILTY SAND/CLAYEY SAND, fine grained sand, black, trace root matter, moist, TOPSOIL

SANDY CLAY/CLAYEY SAND, fine grained sand/low plasticity clay, grey, moist, very soft/very loose,MARINE/NATURAL

SANDY CLAY, fine grained sand/low plasticity clay, grey, moist, very soft, MARINE/NATURAL

CLAY, low plasticity, grey, trace shells, wet, very soft, MARINE/NATURAL

Whole shells

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

U 5.50 - 6.00 mU50; PP<25kPa

U 7.00 - 7.50 mU50; PP<25

U 8.50 - 9.00 mU50; PP=100kPa

CL

CH

CLAY, low plasticity, grey, trace shells, wet, very soft, MARINE/NATURAL

CLAY, high plasticity, grey, trace coarse grained sand and shell fragments, moist, stiff,MARINE/NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

U 10.00 - 10.50 mU50; PP=200kPa

U 11.50 - 12.00 mU50; PP=250kPa

U 13.00 - 13.50 mU50; PP=150kPa

CH

CH

CH

CH

CLAY, high plasticity, grey, trace coarse grained sand and shell fragments, moist, stiff,MARINE/NATURAL

CLAY, high plasticity, light grey with orange brown specks, trace medium grained sand, moist, very stiff,RESIDUAL/NATURAL

CLAY, high plasticity, light grey with orange brown specks, trace fine grained sand, moist, very stiff,RESIDUAL/NATURAL

SANDY CLAY, high plasticity/fine grained sand, orange and brown, moist, stiff, RESIDUAL/NATURAL


Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

D 1.00 - 1.45 mSPT WOH; N=0

U 2.50 - 3.00 mU50; PP<25kPa

U 4.00 - 4.50 mU50; PP=30kPa

CH

SP

CL

CL

SILTY CLAY, high plasticity/fine grained sand, black, trace root matter, moist, firm, NATURAL

SAND, fine to medium grained sand, orange, with clay, wet, very loose, NATURAL

CLAY, grey, with fine grained sand and trace shell fragments, wet, very soft, MARINE/NATURAL

CLAY, grey, trace shell fragments, wet, soft, MARINE/NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

U 5.50 - 6.00 mU50; PP=30kPa

U 7.00 - 7.50 mU50; PP=40kPa

U 8.50 - 9.00 mU50; PP=70kPa

CL

CL

CLAY, grey, trace shell fragments, wet, soft, MARINE/NATURAL

CLAY, grey, trace shell fragments, wet, firm, MARINE/NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

U 10.00 - 10.50 mU50; PP=200kPa

U 11.50 - 12.00 mU50; PP=300kPa

CL

CH

CLAY, grey, trace shell fragments, wet, firm, MARINE/NATURAL

CLAY, high plasticity, grey, trace coarse grained sand/fine gravel and trace shell fragments, wet, verystiff, NATURAL


Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

U 1.00 - 1.50 mU50, GRANULAR

D 1.50 - 1.95 mSPT 4,3,1 N=4

D 2.50 - 3.00 mSPT WOH; N=0

SC-GP

CI-CH

SP

SC-CL

CL

SILTY SAND/SILTY SANDY GRAVEL, fine grained sand, medium gravel, dry, FILL

CLAY, intermediate to high plasticity, grey/brown, moist, stiff, NATURAL

SAND, medium grained, blue grey, with clay, moist, loose, NATURAL

SANDY CLAY/CLAYEY SAND, low plasticity/fine grained sand, dark grey, wet, very loose/very soft,odourous, MARINE/NATURAL

CLAY, low plasticity, grey, trace coarse grained sand/fine gravel and shell fragments, wet, very soft,MARINE/NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

0.5

1.0

1.5

2.0

2.5

3.0

3.5

U 4.00 - 4.50 mU50; PP=25kPa

U 5.50 - 6.00 mU50: PP=40kPa

U 7.00 - 7.50 mU50; PP=30kPa

CL


CLAY, low plasticity, grey, trace coarse grained sand/fine gravel and shell fragments, wet, soft,MARINE/NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

4.5

5.0

5.5

6.0

6.5

7.0

7.5

U 8.50 - 9.00 mU50; PP=40kPa

U 10.00 - 10.50 mU50: PP=40kPa

U 11.50 - 12.00 mU50; PP<25kPa

CL

CLAY, low plasticity, grey, trace coarse grained sand/fine gravel and shell fragments, wet, soft,MARINE/NATURAL


Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

8.5

9.0

9.5

10.0

10.5

11.0

11.5

D 13.00 - 13.50 mSPT WOH; N=0

D 14.50 - 15.00 mSPT 2, WOH; N=0

CL

SC

CL-SC

CH

CLAY, low plasticity, grey, trace vegetation matter, wet, very soft, NATURAL

CLAYEY SAND, fine grained sand/low plasticity, grey, trace fine gravel, wet, very loose,NATURAL/MARINE

SANDY GRAVELLY CLAY/CLAYEY GRAVELLY SAND, fine grained sand, low plasticity/ fine to coarsegravel, grey, wet, very loose/very soft, MARINE/NATURAL

CLAY, high plasticity, light grey/beige, wet, stiff, RESIDUAL/NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

12.5

13.0

13.5

14.0

14.5

15.0

15.5

U 16.00 - 16.40 mU50; PP>600kPa

D 17.50 - 18.00 mSPT 30/100 N>50

D 18.80 mSPT REFUSAL

CH

XW

XW

CLAY, high plasticity, light grey/beige, wet, hard, RESIDUAL/NATURAL

EXTREMELY WEATHERED SANDSTONE, medium grained sand, blue grey with white streaks,extremely low strength, extremely weathered, sedimentary

EXTREMELY WEATHERED SANDSTONE, medium grained sand, brown, extremely low strength,extremely weathered, sedimentary

BLADE BIT REFUSALBOREHOLE TERMINATED AT 18.80 m

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: Matt

Job No: 9243


Bit: TC Bit


Logged By: RH


Surface Elevation:



BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

16.5

17.0

17.5

18.0

18.5

19.0

19.5

U 1.20 - 1.70 mU50; PPT=30kPa

CI-CH

CH

CI-CH

CI

SILTY CLAY/SANDY CLAY, medium to high plasticity, fine to coarse grained sand, pink, fine to coarsegravel, trace of cobbles, moist to wet, FILL

SILTY SANDY CLAY, high plasticity, fine to coarse grained sand, grey, vegetation matter, wet, soft,NATURAL

SILTY CLAY/SANDY CLAY, medium to high plasticity, fine to coarse grained sand, grey mottled palebrown, wet, very stiff, marine clay, NATURAL

SANDY SILTY CLAY, high plasticity, fine to medium grained sand, grey, with trace vegetation matter,wet, soft, marine clay, NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions



Hole No: SH1Sheet: 1 of 2


Driller: DL

Job No: 9243


Bit: TC Bit

Contractor: CARDNO BOWLER

Logged By: DL/JL

Rig Type: Q Drill 3000

Surface Elevation:


Casing Diameter:

BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

0.5

1.0

1.5

2.0

2.5

3.0

3.5

CI

CH

SANDY SILTY CLAY, high plasticity, fine to medium grained sand, grey, with trace vegetation matter,wet, soft, marine clay, NATURAL

SILTY SANDY CLAY, high plasticity, fine to coarse grained sand, grey pale brown pink, moist, stiff tovery stiff, NATURAL


Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: DL

Job No: 9243


Bit: TC Bit


Logged By: DL/JL


Surface Elevation:


Casing Diameter:

BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

4.5

5.0

5.5

6.0

6.5

7.0

7.5

U 1.00 - 1.30 mU50; PPT=230

CI-CH

CH

CH

CH

SILTY CLAY/SANDY CLAY, medium to high plasticity, fine to coarse grained sand, pink, fine to coarsegravel, trace of cobbles, moist to wet, FILL


SILTY CLAY/SANDY CLAY, medium to high plasticity, fine to coarse grained sand, grey mottled palebrown, wet, soft, marine clay, NATURAL

SANDY SILTY CLAY, high plasticity, fine to coarse grained sand, black grey, moist, soft to firm,NATURAL

SANDY SILTY CLAY, high plasticity, fine to coarse grained sand, black grey, moist, firm, NATURAL

SANDY SILTY CLAY, high plasticity, fine to coarse grained sand, black grey, moist, stiff, NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: DL

Job No: 9243


Bit: TC Bit


Logged By: DL/JL


Surface Elevation:


Casing Diameter:

BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

0.5

1.0

1.5

2.0

2.5

3.0

3.5

SANDY SILTY CLAY, high plasticity, fine to coarse grained sand, black grey, moist, stiff, NATURAL

SANDY SILTY CLAY, high plasticity, fine to coarse grained sand, black grey, moist, hard, NATURAL


Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: DL

Job No: 9243


Bit: TC Bit


Logged By: DL/JL


Surface Elevation:


Casing Diameter:

BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

4.5

5.0

5.5

6.0

6.5

7.0

7.5

U 1.00 - 1.50 mU50; PPT=10kPa

CI-CH

CI

CH

GC

SILTY CLAY/SANDY CLAY, medium to high plasticity, fine to coarse grained sand, pink, fine to coarsegrvel, trace of cobbles, moist to wet, FILL

SANDY CLAY, medium plasticity, fine to coarse grained sand, blue, wet, soft, NATURAL?


SILTY CLAYEY GRAVEL, fine to coarse gravel, grey pale brown, dry to moist, medium dense,NATURAL

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: DL

Job No: 9243


Bit: TC Bit


Logged By: DL/JL


Surface Elevation:


Casing Diameter:

BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

0.5

1.0

1.5

2.0

2.5

3.0

3.5

GC

SILTY CLAYEY GRAVEL, fine to coarse gravel, grey pale brown, dry to moist, medium dense,NATURAL

TC BIT REFUSALBOREHOLE TERMINATED AT 4.80 m

Dep

th (

m)

Aug

er 'T

C' B

it

Was

hbor

e

Drilling

Cor

ing

Aug

er 'V

' Bit

Sample orField Test

Rec

ove

red

Gra

phic

Log

RL

(m A

HD

)

Gro

undw

ater

(m

)

DC

P

US

CS

Sym

bol

Cas

ing


descriptions





Driller: DL

Job No: 9243


Bit: TC Bit


Logged By: DL/JL


Surface Elevation:


Casing Diameter:

BOREHOLE LOG SHEET



Description

BG

LIB

04.

GLB

Log

BG

SO

IL L

OG

924

3-LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

2/03

/201

0 13

:51

4.5

5.0

5.5

6.0

6.5

7.0

7.5

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000

Sleeve Friction (kPa)0 50 100 150 200

0 10 20 30 40

Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4

0 5 10Friction Ratio (%)

IGS

CONE PENETROMETER TEST RESULT

CPT01

Job Number : G1001-104Test Date : 18/01/2010DGPS Position : 56J 0547491, 6881758DGPS Format : Aus Geod '84

Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Lifted Rig

CARDNO BOWLERCobaki Lakes DevelopmentCobaki, NSW

Tested By : Chris Stanley Test Class : IGS-3Checked By : GB

Insitu

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Po

re P

ress

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este

d

tarnya.frost

Typewritten Text

tarnya.frost

Typewritten Text

_0m Loose silty sand _0.9m Very soft clay _1.5m Very loose sand _2.5m Very soft clay _4.5m Soft clay _11.5m Very loose clayey sand _14.5m Medium dense sand _15.1m Medium dense clayey sand _17.5m XW Rock _18.21m Refusal - CPT terminated at 18.21m

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT02


Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal



Insitu

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Typewritten Text

tarnya.frost

Typewritten Text

tarnya.frost

Typewritten Text

_0m Medium dense sand _2m Soft clay _14m Sand/gravel _15m Very stiff sandy clay _17.5m Medium dense sand _20.59 Refusal CPT terminated at 20.59m

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT03





Insitu

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re P

ress

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Typewritten Text

_0 Loose sand _1m Very soft clay _2m Soft clay _9m Loose sand _15m Medium dense clayey sand _17m Loose sand _20.5m Medium clayey sand tending to DW sandstone _22.15m Refusal CPT terminated at 22.15m

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT04


Cone Number : S15CFII.E48Predrill Depth : 0.60mDissipation Tests @ : N/ATerminated Due To : Abrupt Tilt

CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW

Tested By : Chris Stanley Test Class : IGS-3Checked By : CS

Insitu

Geotech

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re P

ress

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tarnya.frost

Typewritten Text

_0m Predrill Fill _0.5m Very soft clay _3m Soft clay _7m Stiff to very stiff clay _11m Loose sand _16m Sand & gravel _18m Clayey sand tending DW rock _19.23 Refusal CPT terminated at 19.23m

30

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT05




Tested By : Michael O'Rourke Test Class : IGS-3Checked By : Chris Stanley

Insitu

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ress

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Typewritten Text

_0m Predrill Fill over indurated sands _7m Very stiff sandy clay _12m Stiff sandy clay _17.5m Very stiff sandy clay _22m Loose sand _24m Dense sand tending to DW rock _26.42 Refusal CPT terminated at 26.42m

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40

Uncorrected Cone Resistance - qc (MPa)0 1 2 3 40 1

00

20

0

30

0

40

0

50

0

Pore Pressure (kPa)


IGS


CPT08

Job Number : G1001-104Test Date : 22/01/2010DGPS Position : 56J 0547367, 6882399DGPS Format : Unspecified

Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Equipment at Risk


Tested By : Michael O'Rourke Test Class : IGS-1Checked By :

Insitu

Geotech

Services

Pty Ltd

tarnya.frost

Typewritten Text

_0m Loose sand _0.125m Hard sandy clay _0.5m Indurated Sand _2.44m

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT09





Insitu

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Typewritten Text

_0m Mixed soils FILL _0.7m Soft clay _3.2m Medium dense clayey gravel _4m Dense clayey gravel _5.1m XW Rock _5.65m Refusal CPT terminated at 5.65m

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT10





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Typewritten Text

_0m Mixed soils FILL _0.8m Soft clay _2.5m Firm clay _3.5m Very stiff sandy clay _4.75m Hard sandy clay _11.21 Refusal CPT terminated at 11.21m

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT12




Tested By : Michael O'Rourke Test Class : IGS-3Checked By : CS

Insitu

Geotech

Services

Pty Ltd

Po

re P

ress

ure N

ot T

este

d

tarnya.frost

Typewritten Text

_0m Silt and sand mixture _1.2m Dense sand FILL? _4m Sand and gravel, FILL? _5m Very stiff clay _11m Medium dense clayey sand _15m Hard sandy clay _18m XW Rock _18.35m Refusal CPT terminated at 18.35m

30

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT13





Insitu

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Typewritten Text

_0m Dense sand/ gravel, FILL _1.5m Indurated sands _5m Very stiff clay _7.75m Medium dense clayey sand _23m Hard sandy clay _27.5m Refusal CPT terminated at 27.5m

tarnya.frost

Typewritten Text

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40

Uncorrected Cone Resistance - qc (MPa)0 1 2 3 40 1

00

20

0

30

0

40

0

50

0

Pore Pressure (kPa)


IGS


CPT14

Job Number : G1001-104Test Date : 22/01/2010DGPS Position : 56J 0547003, 6883115DGPS Format : Unspecified



Tested By : Michael O'Rourke Test Class : IGS-1Checked By :

Insitu

Geotech

Services

Pty Ltd

tarnya.frost

Typewritten Text

_0m Medium dense sand _0.9m Indurated sand _1.5m

30

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT15





Insitu

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Po

re P

ress

ure N

ot T

este

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tarnya.frost

Typewritten Text

_0m Dense clayey sand, FILL _3m Indurated sands _5.5m Stiff sandy clay _8m Very stiff sandy clay _24.5m Dense clayey sand tending to DW Sandstone _26.42m Refusal CPT terminated at 26.42m

30

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT16





Insitu

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ress

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Typewritten Text

_0m Predrill _3m Indurated sand _7m Loose sand _8.5m Very stiff clay _11m Stiff clay _17m Very stiff sandy clay _22.5m Dense sand _24m Hard sandy clay _28 XW Rock _28.771 Refusal CPT terminated at 28.771m

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT17


Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Tip Refusal



Insitu

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Typewritten Text

_0m Silty sand/ clayey sand _0.5m Indurated sands _2.47m Refusal CPT terminated at 2.47m

30

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT18





Insitu

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Typewritten Text

_0m Predrill fill material _3m Loose sand _4m Indurated sands _6m Very stiff clay _8m Medium dense clayey sand _9m Stiff clay _14m Loose sand _23m Dense clayey sand _25m XW Rock _25.19m Refusal CPT terminated at 25.19m

tarnya.frost

Typewritten Text

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT19





Insitu

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Typewritten Text

_0m FILL Predrill _3.5m Dense clayey sand _4.5m Stiff clay _6m Medium dense clayey sand _7m Very stiff clay _9m XW Rock _9.52m Refusal CPT terminated at 9.52m

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT20





Insitu

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Typewritten Text

_0m Predrill FILL _2m Very stiff clay Soft bands throughout _3m Stiff sandy clay _4.5m Very stiff sandy clay _7.5m Hard sandy clay _8m XW Rock _8.43m Refusal CPT terminated at 8.43m

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT21





Insitu

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tarnya.frost

Typewritten Text

_2m Medium dense clayey sand _3m Soft clay _6m Dense sand _8m Very stiff clay _11m Loose clayey sand/sand _17m Very stiff sandy clay _20.5 Loose sand _22.93m Refusal CPT terminated at 22.93m

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT22




Tested By : Chris Stanley Test Class : IGS-3Checked By : LI

Insitu

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Services

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Po

re P

ress

ure N

ot T

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d

tarnya.frost

Typewritten Text

_0m Predrill fill material _3m Medium dense sand _4m Hard clay _10m Loose clayey sand _14m XW Rock _14.6 Refusal CPT terminated at 14.6m

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT23





Insitu

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Typewritten Text

_2m Very stiff clay _4.5m Indurated sands _7.5m Medium dense clayey sand _8.5m Very stiff clay _13m Hard clay _14m XW Rock _15.86m Refusal CPT terminated at 15.86m

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT24




Tested By : Chris Stanley Test Class : IGS-3Checked By : MO

Insitu

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Po

re P

ress

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este

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tarnya.frost

Typewritten Text

_0m Fill predrill _2.7m Firm clay _3.2m Medium dense clayey sand _3.7m Stiff sandy clay _7.2m Medium dense clayey sand _8.7m Stiff sandy clay _12.2m Sand & gravel _13m Loose clayey sand _14.5 Medium dense clayey sand _16m XW Rock _16.3m Refusal CPT terminated at 16.3m

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT25





Insitu

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tarnya.frost

Typewritten Text

_0m Silty sandy clay _0.2m Mixed soils, FILL _0.9m Stiff clay _2m Very stiff sandy clay _5.5m Hard clay _7m Very stiff clay _8.2m Hard clay _10m Very stiff clay with increasing sand content with depth _12m Firm clay _13.5m Sand and gravel _14.5m Refusal CPT terminated at 14.5m

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT26





Insitu

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Typewritten Text

_0m Very stiff clay _1m Indurated sands _2m Very stiff clay _10m Loose clayey sand _13.95m XW Rock _14.2m Refusal CPT terminated at 14.2m

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT27





Insitu

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Typewritten Text

_0m Medium dense clayey sand _0.4m Very stiff clay _1m Hard sandy clay _2.5m XW Rock _4.05m Refusal CPT termination at 4.05m

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT27A

Job Number : G1001-104Test Date : 20/01/2010DGPS Position : 56j 0546617, 6884345DGPS Format : Aus Geod'84




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Typewritten Text

_0m Medium dense clayey sand _0.4m Very stiff clay _1m Hard sandy clay _2m XW Rock _4.5m Refusal CPT terminated at 4.5m

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT28





Insitu

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Typewritten Text

_0m Medium dense clayey sand _0.6 Clay Very stiff sandy clay with hard bands Very stiff sandy clay _14m XW Rock _14.6m Refusal CPT terminated at 14.6m

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT29





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Typewritten Text

_0m Fill predrill _2m Soft sandy clay _5.5m Hard clay _7m Very stiff clay _13m Stiff clay _14.5 Hard clay _17.5m Very stiff clay _18.5 Hard clay _19.15m Refusal CPT terminated at 19.15m

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT30





Insitu

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tarnya.frost

Typewritten Text

_0m Fill Predrill _3m Soft sandy clay _5m Very stiff clay _7.5m Hard clay _9m Very stiff sandy clay _10.5m Loose sand _15.5m Sand and gravel _17m Loose clayey sand _20.15m Refusal CPT terminated at 20.15m

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT31





Insitu

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tarnya.frost

Typewritten Text

_0m Mixed soils Sand/gravel/ silt, FILL _2m Firm clay _3.5m Very stiff clay _5m Medium dense clayey sand _6.5m Very stiff clay _9m Stiff sandy clay _12m Very stiff sandy clay _21m Hard sandy clay _21.52m Refusal CPT terminated at 21.52m

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT33





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Typewritten Text

_0m Silty sand/silty sandy gravel FILL _2m Bluestone gravel _2.6m Loose sand and Clayey sand _4m Stiff clay _5.5m Very stiff clay _11.5m Stiff clay _16m Firm sandy clay _17m Very loose clayey sand _19m Medium dense clayey sand _20m Dense sand _21m Dense sand and gravel _22.5 Refusal CPT terminated at 22.5m

25

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT34





Insitu

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tarnya.frost

Typewritten Text

_0m Silty Sand _1m Soft clay _2m Medium dense clayey sand _4m Stiff clay _5m Very stiff clay _10m Stiff clay _15m Dense sand tending to DW rock _20.26 Refusal CPT terminated at 20.26m

20

15

10

5

0

Depth

(m

)

0 500 1000 1500 2000


0 10 20 30 40



IGS


CPT35





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tarnya.frost

Typewritten Text

_0m Silt/sand _1m Very stiff clay _7m Medium dense clayey sand _9m Very stiff clay _14m Medium dense clayey sand _16.4m Hard sandy clay _17m XW Rock _17.75 Refusal CPT terminated at 17.75m

borehole log sheet client: leda developments hole no: bh7

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