BH07 Engineering Log - Cored Borehole

NM

LC

XW /HW

HW /MW

NO CORE: 0.25 m

SANDSTONE: fine to medium grained, brown,distinctly bedded at 40º.

SILTSTONE: pale brown, distinctly bedded at45º.

with some interlaminated quartzite veins

start coring at 1.80m

Borehole BH07 terminated at 8.00 mTarget depth

44%

13%

93%

57%

28%

Def

ects

are

:JT

, 40

°, P

L, R

O, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed

Highly Fractured Zone: 300mmcomprising closely spaced joints andpartings at various orientations

JT, 45°, PL, RO, Fe SNPT, 30°, PL, RO, Fe SN

CS, 40°Highly Fractured Zone: 800mmcomprising joints and partings atvarious orientations

JT

JTSM, ClayHighly Fractured Zone: 340mmcomprising closely spaced joints andparting at various orientations

PT, 5°, ST, RO, Fe SN

Highly Fractured Zone: 220mmcomprising closely spaced joints andpartings at various orientations, ironstained

JT, 30°, PL, RO, Fe SN

a=0.92d=1.15

a=0.45d=0.34

a=0.39d=0.39

a=0.37d=0.56

a=0.29d=0.36

RL

(m)

651

650

649

648

647

646

645

644

drilling information material substance rock mass defects

water

complete drilling fluid loss no core recovered

core recovered(graphic symbols indicate material)

10/10/12, waterlevel on date shown

RQD = Rock Quality Designation (%)

core run & RQD

barrel withdrawn

25uL

method & support graphic log / core recovery

DTASADRRCBWNMLCNQHQPQSPT

diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest

partial drilling fluid loss

water inflow

water pressure test result(lugeons) for depthinterval shown

grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera

tionROCK TYPE: grain characterisics,

colour, structure, minor components

material description

core

run

& R

QD

BH07

GEOTFYSH09703AA

12 May 2014

12 May 2014

BC/ RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:

Opus International Consultants NSW Pty Ltd

Queanbeyan City Council

Ellerton Drive Extension

Queanbeyan, NSW

client:

principal:

project:

location:

surface elevation : 651.02m (Datum Not Specified)angle from horizontal: 90°position: E: 704919; N: 6084551 (Datum Not Specified)

2 of 2

Engineering Log - Cored Borehole

drill model: Camacchio mounting: Trailer casing diameter : 100 mm

particular general

additional observations anddefect descriptions

(type, inclination, planarity, roughness, coating,thickness, other)

& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO

cleanstainveneercoating

planarityPLCUUNSTIR

planarcurvedundulatingsteppedIrregular

weathering & alteration*RSXWHWDWMWSWFR

residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh

*W replaced with A for alteration

defect typePTJTSZSSCSSMDB

partingjointshear zoneshear surfacecrushed seamseamdrilling break

SLPOLSOROVR

slickensidedpolishedsmoothroughvery rough

roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0

a = axial;d = diametral

samples,field tests& Is(50)(MPa)

strengthVLLMHVHEH

very lowlowmediumhighvery highextremely high

wat

erN

ot O

bse

rvab

le

PointID : BH07 Depth Range: 1.80 - 8.00 m

SB

A4

CORE PHOTOGRAPHBH07

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014

BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW

21

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5

Fb<WlML

Not

Obs

erv

able

AS

CA

SIN

G

Sandy SILT: low liquid limit, pale brown, fine tomedium grained sand with some fine grainedangular gravel.

SANDSTONE: pale brown, highly weathered,estimated low strength.

Borehole BH08 continued as cored hole

COLLUVIUM

BEDROCK

RL

(m)

648

647

646

645

644

643

642

641

drilling information material substance

BH08

GEOTFYSH09703AA

13 May 2014

13 May 2014

BC/ RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 2

Engineering Log - Borehole

drill model: Camacchio mounting: Trailer casing diameter : HQ

cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l

samples &field tests

wat

er

samples & field tests consistency / relative densitysupportM mudC casing

N nil VSSFStVStHFbVLLMDDVD

very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense

classification symbol &soil descriptionbased on Unified

Classification System

water

water outflow

water inflow

penetration

no resistanceranging torefusal

10-Oct-12 waterlevel on date shown

method

1 2 3

ADASRRWCTHADTBVT *e.g.

auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T

BDESSU##HPNN*NcVSRHB

bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing

met

hod

&su

ppor

t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components

material description structure andadditional observations

1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl

drymoistwetplastic limitliquid limit

(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

SW

SW

SANDSTONE: fine grained, pale brown/ palegrey, distinctly bedded at 65º.

NO CORE: 0.15 m

SANDSTONE: fine grained, pale brown/ palegrey, distinctly bedded at 65º.



100%

94%

100%

100%

100%

Def

ects

are

:PT

, 65

°, P

L, R

O, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed

PT, 65°, PL, RO, Fe SNJT, 60°, PL, RO, Fe SNJT, 60°, PL, RO, Fe SN

PT, 20°, ST, RO, CNPT, 20°, PL, RO, Fe SN

PT, 0°, PL, RO, CN

a=0.76d=1.14

a=0.47d=0.10

a=0.89d=0.92

a=0.57d=0.68

RL

(m)

648

647

646

645

644

643

642

641


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH08

GEOTFYSH09703AA

13 May 2014

13 May 2014

BC/ RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 2



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4

CORE PHOTOGRAPHBH08

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


22

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5

Not

Obs

erv

able

AS

CA

SIN

G SANDSTONE: pale brown, highly weathered,estimated low strength.


BEDROCK

RL

(m)

648

647

646

645

644

643

642

641


BH09

GEOTFYSH09703AA

14 May 2014

14 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 2



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

HW

XW

MW

SW

SW

NO CORE: 0.25 m

SANDSTONE: fine grained, pale brown,distinctly bedded at 45º.

2.2m: trace of quartz lenses

NO CORE: 0.15 m


3.2m to 3.9m: interlaminated siltstone, dark grey,approximately 30%

QUARTZITE: pale grey, phenocryst texture,indistinctly bedded, iron stained.




0%

86%

84%

95%

100%

82%

Def

ects

are

:PT

, 45

°, P

L, R

O, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed

Highly Fractured Zone: 950mmcomprising joints and partings atvarious orientations, iron stained

SM, 45°, UN, Fe SN, URO, Clay, CO


SM, Clay, Grey, HP

PT, 45°, PL, RO, Fe SN


Highly Fractured Zone: 290mmcomprising closely spaced patrings at40º


a=0.65d=0.40

a=1.21d=1.12

a=2.36d=1.67

a=1.05d=2.28

a=1.59d=1.79

a=0.89d=0.60

a=0.84d=0.88

RL

(m)

648

647

646

645

644

643

642

641


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH09

GEOTFYSH09703AA

14 May 2014

14 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 2



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4

CORE PHOTOGRAPHBH09

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


23

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5

L<WlML

Not

Obs

erv

able

AS

CA

SIN

G

Sandy SILT: low liquid limit, pale brown, finegrained sand.



COLLUVIUM

BEDROCK

RL

(m)

648

647

646

645

644

643

642

641


BH10

GEOTFYSH09703AA

14 May 2014

15 May 2015

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 3



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

MW

HW

MW

MW

MW

SW

SANDSTONE: fine grained, pale brown,distinctly bedded at 55º, with a trace ofinterlaminated siltstone, dark grey.

NO CORE: 0.40 m


NO CORE: 0.15 m


NO CORE: 0.30 m



46%

45%

96%

73%

88%

Def

ects

are

:PT

, 50

°, P

L, R

O, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed

PTHighly Fractured Zone: 450mmcomprising closely spaced partings at20º to 70º

PT, 50°, PL, RO, Clay CO


PT, 20°, UN, RO, CN

PT, 20°, ST, RO, Fe SNPT, 10°, ST, RO, CNPT, 10°, ST, RO, CN



a=0.16

a=0.04d=0.12

a=1.82d=2.32

a=0.66d=2.27

a=0.16d=0.29

d=1.42

a=1.89d=1.90

RL

(m)

648

647

646

645

644

643

642

641


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH10

GEOTFYSH09703AA

14 May 2014

15 May 2015

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

SW


88% PT, 50°, PL, RO, Fe SN

RL

(m)

640

639

638

637

636

635

634

633


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH10

GEOTFYSH09703AA

14 May 2014

15 May 2015

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


3 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

er


SB

A4

CORE PHOTOGRAPHBH10

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


24

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5

L toMD

<WlML

Not

Obs

erv

able

AS

CA

SIN

G

Sandy SILT: low liquid limit, pale brown, trace fineto medium grained angular gravel.



COLLUVIUM

BEDROCK

RL

(m)

647

646

645

644

643

642

641

640


BH11

GEOTFYSH09703AA

15 May 2014

15 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 3



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:08

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

XW

MW

SANDSTONE: fine to medium grained, brown,distinctly bedded at 70º, with a trace of siltstonelenses, dark brown.

Some interbedded siltstone bands, dark brown


34%

72%

79%

59%

75%

83%

Def

ects

are

:JT

, 70

°, P

L, R

O, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed

JT, 70°, PL, RO, Fe SNQuartz vein, 5mm thick

PT, 0°, UN, RO, Sand COJT, 60°, PL, RO, CNPT, 20°, UN, RO, Fe SNPT, 45°, PL, RO, Fe SN

JT, 70°, ST, RO, Fe SN

JT, 70°, ST, RO, Fe SNJTPT, 10°, ST, RO, Fe SN


PT, 30°, PL, RO, Fe SNPT, 15°, PL, RO, Fe SNHighly Fractured Zone: 250mmcomprising closely spaced joints andpartings at various orientations

SM 8mm, Clay

PT, 15°, PL, RO, Fe SNPT, 15°, PL, RO, Fe SNPT, 15°, PL, RO, Fe SN

SM, 10°, VR, 40 mm, XW

SM, 70°, PL, Clay, 2 mm



a=1.52d=3.32

a=1.63d=1.78

a=1.29d=1.42

a=0.65d=0.86

a=0.62d=1.33

a=0.59d=0.00

a=1.23d=1.47

RL

(m)

647

646

645

644

643

642

641

640


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH11

GEOTFYSH09703AA

15 May 2014

15 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

<<

NM

LC

MW

XW toMW

MW toSW

SANDSTONE: fine to medium grained, brown,distinctly bedded at 70º, with a trace of siltstonelenses, dark brown. (continued)


83%

JT, 45°, PL, RO, Fe SNPT, 15°, PL, RO, Fe SNSM 70mm, 60°, XW

SM 130mm, Clay

a=0.28d=0.42

RL

(m)

639

638

637

636

635

634

633

632


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH11

GEOTFYSH09703AA

15 May 2014

15 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


3 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4

CORE PHOTOGRAPHBH11

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


25

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5

MD<WlML

Not

Obs

erv

able

AS

CA

SIN

G

Sandy SILT: low liquid limit, pale brown, finegrained sand, with some fine grained angulargravel.

SILTSTONE: pale orange, highly weathered,estimated low strength.


COLLUVIUM

BEDROCK

RL

(m)

603

602

601

600

599

598

597

596


BH12

GEOTFYSH09703AA

16 May 2014

16 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 2



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:08

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

HW

HW

MW toSW

HW

HW

NO CORE: 0.25 m


NO CORE: 0.06 m


4.3m to 4.7m: trace of fine grained quartz gravellenses/ intrusions

NO CORE: 0.07 m




0%

0%

30%

0%

0%

Highly Fractured Zone: Comprisingpartings along bedding at 40º, Fe, SN,PL, RO, with some perpendicularjoints

a=0.96d=0.48

a=0.14d=0.40

a=0.17d=0.37

a=0.46

RL

(m)

603

602

601

600

599

598

597

596


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH12

GEOTFYSH09703AA

16 May 2014

16 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 2



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4

CORE PHOTOGRAPHBH12

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


26

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5

MD<WlML

Not

Obs

erv

able

AS

CA

SIN

G

Sandy SILT: low liquid limit, pale brown, finegrained sand.

SHALE: pale brown, highly weathered, estimatedlow strength.


COLLUVIUM

BEDROCK

RL

(m)

603

602

601

600

599

598

597

596


BH13

GEOTFYSH09703AA

19 May 2014

19 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 3



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:08

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

XW

HW

HW toMW

XW toHW

MW

HW

MW

SHALE: fine grained, brown to pale brown,distinctly bedded at 50º, trace of iron staining.

NO CORE: 0.25 m


NO CORE: 0.15 m


SANDSTONE: fine to coarse grained, palebrown, indistinctly bedded.



7.28m to 7.62m: quartz infilled seam, pale grey,highly fractured


40%

0%

0%

15%

47%

62%

Def

ects

are

:JT

, 50

°, P

L, R

O, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed

SM 240mm

SM, XW


PT, 5°, PL, SL, Fe SN


Highly fractured zone, quartzintrusions

PT, 5°, ST, VR, Fe SN

a=0.50d=0.33

a=0.49d=0.12

a=0.00d=0.00

a=0.64d=0.45

a=0.58d=0.76

a=0.50d=0.56

RL

(m)

603

602

601

600

599

598

597

596


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH13

GEOTFYSH09703AA

19 May 2014

19 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

<<<<

NM

LC

HWSHALE: fine grained, brown to pale brown,distinctly bedded at 50º, trace of quartz intrusions(approx. 5%).


62% JT, 50°, PL, SL, Fe SNFractured Zonea=0.17

d=0.24

RL

(m)

595

594

593

592

591

590

589

588


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH13

GEOTFYSH09703AA

19 May 2014

19 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


3 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

er


SB

A4

CORE PHOTOGRAPHBH13

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


27

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5

Not

Obs

erv

able

AS

CA

SIN

G

SHALE: pale brown, extremely to highlyweathered, estimated very low to low strength.


BEDROCK

RL

(m)

600

599

598

597

596

595

594

593


BH14

GEOTFYSH09703AA

20 May 2014

20 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 2



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:08

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

XW

HW toMW

MW

SHALE: fine grained, pale brown, distinctlybedded at 50º, iron stained.

SANDSTONE: fine to medium grained, palegrey, distinctly bedded at 50º.

Becoming pale brown-grey



39%

93%

80%

94%

100%

Def

ects

are

:PT

, 50

°, P

L, R

O, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed


PT, 50°, PL, RO, CN

PT, 50°, PL, RO, CN

JT, 80°, ST, VR, Fe SNPT, 50°, PL, RO, Clay CO

PT, 10°, UN, RO, Fe SN

JT, 30°, PL, RO, Fe SNJT, 30°, PL, RO, Fe SN

a=3.11d=1.17

a=2.05d=1.07

a=1.12d=0.77

a=0.91d=0.93

a=0.84d=1.34

RL

(m)

600

599

598

597

596

595

594

593


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH14

GEOTFYSH09703AA

20 May 2014

20 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 2



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4

CORE PHOTOGRAPHBH14

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


28

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

6

MDDSC

Not

Obs

erv

able

AS

CA

SIN

G

Clayey SAND: medium to coarse grained,orange-brown, low plasticity clay.

SILTSTONE: brown-grey, moderately weathered,estimated low to medium strength.


COLLUVIUM

BEDROCK

RL

(m)

622

621

620

619

618

617

616

615


BH15

GEOTFYSH09703AA

20 May 2014

20 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 2



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:08

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

SWNO CORE: 0.05 m

SILTSTONE: dark grey, distinctly bedded at40º, with a trace of quartz veins.



0%

0%

60%

0%

Def

ects

are

:PT

, 40

°, P

L, R

O, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed

Highly Fractured Zone: 2050mmcomprising closely spaced partings at40º

SM 5mm, ClayHighly Fractured Zone: 610mmcomprising closely spaced partings at40º



a=0.44d=0.06

a=0.94d=0.63

a=0.90d=0.36

a=0.96d=0.44

RL

(m)

622

621

620

619

618

617

616

615


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH15

GEOTFYSH09703AA

20 May 2014

20 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 2



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4

CORE PHOTOGRAPHBH15

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


29

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

6

L

<Wl

D

ML

SM

Not

Obs

erv

able

AS

CA

SIN

G

TOPSOIL: Sandy SILT: low liquid limit, brown, finegrained sand.

Silty SAND: fine to medium grained, pale orange,low liquid limit.

ADAMELLITE: brown, highly weathered, low tomedium strength.


TOPSOIL

COLLUVIUM

BEDROCK

RL

(m)

629

628

627

626

625

624

623

622


BH16

GEOTFYSH09703AA

21 May 2014

21 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 2



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:08

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

HW

MW toSW

HW

SW

SW

SW

MW

SW

NO CORE: 0.20 m

ADAMELLITE: fine grained, pale brown,indistinct bedding, with interlaminated quartz,phorphyritic texture.

NO CORE: 0.10 m

ADAMELLITE: fine grained, pale grey, quartzphenocrysts, indistinct bedding.

NO CORE: 0.45 m

ADAMELLITE: fine grained, pale grey, withinterlaminated quartz phenocrysts.

Phorphyritic quartz texture



29%

0%

29%

6%

Highly Fractured Zone comprisingclosely spaced joints and partingsorientated at 30º to 70º, Fe, SN, PL/ST

a=0.16d=0.47

a=0.67

a=1.44d=1.27

a=1.37

a=1.15

RL

(m)

629

628

627

626

625

624

623

622


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH16

GEOTFYSH09703AA

21 May 2014

21 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 2



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4

CORE PHOTOGRAPHBH16

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


30

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

6

MD

<Wl

MSC

Not

Obs

erv

able

AS

CA

SIN

G

TOPSOIL: Sandy SILT: low liquid limit, grey-brown,fine to medium grained sand.

Clayey SAND: medium grained, orange-brown,medium plasticity clay, with some fine to mediumgrained, sub-rounded to sub-angular gravel.

ADAMELLITE: orange-grey, highly to moderatelyweathered, estimated low to medium strength.


TOPSOIL

COLLUVIUM

BEDROCK

RL

(m)

630

629

628

627

626

625

624

623


BH17

GEOTFYSH09703AA

21 May 2014

21 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 2



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:08

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

MW

HW toMW

SW

NO CORE: 0.25 m

ADAMELLITE: fine grained, pale grey, indistinctbedding, interlaminated quartz gravels of fine tomedium grain size, trace of feldspar, phorphyritictexture.



0%

49%

Def

ects

are

:JT

, 30

- 4

0°,

PL,

RO

, F

e S

N,

unle

ss o

ther

wis

e de

scrib

ed

Highly Fractured Zone: 230mmcomprising closely spaced joints andpartings at various orientationsPT, 10°, PL, RO, Fe SN



SM, 40°, VR, Clay, 20 mm, HPPT, 10°, PL, VR, Clay COPT, 15°, PL, VR, CO

a=0.00d=0.00a=0.00d=0.00

d=0.12

RL

(m)

630

629

628

627

626

625

624

623


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

BH17

GEOTFYSH09703AA

21 May 2014

21 May 2014

RB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 2



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:1

0



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

<<<<

<<<<


SB

A4

CORE PHOTOGRAPHBH17

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


31

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

6

Not

Obs

erv

able

AD

/V

CA

SIN

G SHALE: grey-brown, highly to moderatelyweathered, low to medium strength.

Borehole B-BH01 continued as cored hole

BEDROCK

RL

(m)

584

583

582

581

580

579

578

577


B-BH01

GEOTFYSH09703AA

29 May 2014

26 May 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 2


drill model: Track Rig mounting: Track casing diameter : NMLC

cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NQ

MW

HW

MW

SW toFR

SHALE: grey, iron stained, distinctly bedded at60º to 70º with some quartz veins.

LIMESTONE: grey with pale grey laminations,distinctly bedded at 70º.


Borehole B-BH01 terminated at 7.60 mTarget depth

0%

0%0%

0%

63%

94%

35%

93%

21%

0%

0%

54%

52%

Highly Fractured: Comprising closelyspaced patrtings at 60º to 70º, PL,RO, SN FE

a=3.16d=0.18

a=2.98d=1.31

a=0.71d=1.33

a=6.07d=6.19

a=4.31d=1.64

a=3.51d=1.79

a=1.46d=0.75

RL

(m)

584

583

582

581

580

579

578

577


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH01

GEOTFYSH09703AA

29 May 2014

26 May 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 2



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

PointID : B-BH01 Depth Range: 0.45 - 5.00 m

SB

A4

CORE PHOTOGRAPHB-BH01

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


1

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

3


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


2

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

3

L toMD

St toVSt

D

<Wl

SM

CLDS

U50

Not

Obs

erv

able

AD

/V

CA

SIN

G

Silty SAND: fine to coarse grained, brown.

Sandy CLAY: low plasticity, pale orange-brown,fine grained sand, with some sub-rounded gravel.

LIMESTONE: pale brown, highly to moderatelyweathered, medium strength.


COLLUVIUM

BEDROCK

RL

(m)

574

573

572

571

570

569

568

567


B-BH02

GEOTFYSH09703AA

26 May 2014

27 May 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 3



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NQ

SW

FR

LIMESTONE: grey, distinclty bedded at 60º to70º, with some quartz veins approximately 20mmto 50mm thick.


20%

44%

47%

0%

Def

ects

are

:PT

, 60

- 7

0°,

PL,

RO

, CN

,un

less

oth

erw

ise

desc

ribed

JT, 0 - 10°, IR, RO, CN

JT, 10 - 20°, PL, VR, Fe SNCS 30mmCS 10mmJT, 20°, IR, RO, Fe SNCS 40mmJT, 20°, IR, RO, Fe SNJT, 10 - 20°, UN, RO, CNJT, 10°, UN, RO, Fe SN

JT, 10°, UN, RO, CN

CS 20mm

JT, 10°, PL, RO, CN

JT, 50°, IR, RO, Fe SN

JT, 20 - 40°, ST, RO, CNJT, 10°, PL, RO, CNJT, 20 - 40°, IR, RO, CN

a=0.90d=0.19

a=1.77d=0.98

a=1.33d=1.09

a=1.72d=0.59

a=2.37d=1.14

a=2.25d=0.58

RL

(m)

574

573

572

571

570

569

568

567


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH02

GEOTFYSH09703AA

26 May 2014

27 May 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

NQ

FRLIMESTONE: grey, distinclty bedded at 60º to70º, with some quartz veins approximately 20mmto 50mm thick. (continued)


0%

PT, 60°, IR, RO, CN



a=3.48d=0.68

d=0.19

RL

(m)

566

565

564

563

562

561

560

559


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH02

GEOTFYSH09703AA

26 May 2014

27 May 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


3 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


3

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


4

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4

MD

L toMD

M

W

SM

GP

SM

SP

SPT1, 4, 14N=18

DS

U50

AD

/V

CA

SIN

G

Silty SAND: fine to medium grained, dark brown.

GRAVEL: medium grained, rounded tosub-rounded, brown.

Silty SAND: fine grained, grey.

Sandy GRAVEL: medium grained,brown/white/orange, fine to coarse grained sand.

LIMESTONE: brown-grey, highly weathered, lowstrength.


ALLUVIUM

BEDROCK

RL

(m)

576

575

574

573

572

571

570

569


B-BH03

GEOTFYSH09703AA

30 May 2014

31 May 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 3



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NQ

MW

MW

MW

MW

XW

NO CORE: 0.35 m

LIMESTONE: grey, distinctly bedded at 60º to70º.

NO CORE: 0.15 m


NO CORE: 0.45 m


NO CORE: 0.42 m


NO CORE: 1.30 m

LIMESTONE: grey, distinctly bedded at 60º to


21%

0%

0%

0%

Highly Fractured Zone: 2000mmcomprising closely spaced partings at60º to 70º, PL, RO, CN

a=0.23d=0.00

a=0.26d=0.00

a=0.06d=0.00

RL

(m)

576

575

574

573

572

571

570

569


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH03

GEOTFYSH09703AA

30 May 2014

31 May 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

er

<<

<<

<<

NQ

HW toMW

HW

HW

MW

MW

MW

MW

MW

MW

MW

MW

70º.

NO CORE: 0.05 m


NO CORE: 0.19 m


NO CORE: 0.24 m


NO CORE: 0.14 m


NO CORE: 0.44 m


NO CORE: 0.25 m


NO CORE: 0.50 m


NO CORE: 0.40 m


NO CORE: 0.50 m


NO CORE: 0.05 m


NO CORE: 0.15 m



0%

0%

41%

23%

0%

13%

0%

0%

30%

Def

ects

are

:PT

, 60

- 7

0°,

PL,

RO

, CN

,un

less

oth

erw

ise

desc

ribed


Highly Fractured Zone: 200mmcomprising closely spaced partings at60º to 70º, PL, RO, CNPT, 80°, PL, RO, CN

PT, 40°, IR, RO, CN

JT, 20°, UN, RO, Silt VN

JT, 30°, UN, RO, CNCS 30mmCS 40mm


PT, 80°, PL, RO, Silt COPT, 80°, UN, RO, CN



a=5.11d=5.91

a=1.46d=0.28

a=0.50d=0.38

a=3.23d=2.51

RL

(m)

568

567

566

565

564

563

562

561


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH03

GEOTFYSH09703AA

30 May 2014

31 May 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


3 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

er


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


5

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


6

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


7

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4

F

M

=WpCH

SPT14,

24/100mm,N=R

U50

Not

Obs

erv

able

AD

/V

CA

SIN

G

TOPSOIL: Silty SAND: fine to medium grained,dark brown.

Sandy CLAY: medium to high plasticity, brown,fine to medium grained sand.

LIMESTONE: grey, extremely to highly weathered,very low to low strength.


TOPSOIL

ALLUVIUM

BEDROCK

RL

(m)

580

579

578

577

576

575

574

573


B-BH04

GEOTFYSH09703AA

02 Jun 2014

02 Jun 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 3


drill model: Edson mounting: Truck casing diameter : HQ

cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

XW toHW

MW

XW toHW

MW

SW toFR


NO CORE: 0.32 m

LIMESTONE: grey, iron stained, distinctlybedded at 60º to 70º.

NO CORE: 0.72 m



0%

13%

9%

38%

Def

ects

are

:PT

, 60

- 7

0°,

PL,

RO

, Fe

SN

,un

less

oth

erw

ise

desc

ribed

JT, 20°, UN, RO, Fe SN

JT, 20°, UN, RO, Fe SN

JT, 20 - 30°, UN, RO, Fe SN

JT, 20°, UN, RO, Silt CO

JT, 60 - 70°, PL, RO, CNCS 40mm

a=1.64d=5.31

a=3.96d=2.88

RL

(m)

580

579

578

577

576

575

574

573


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH04

GEOTFYSH09703AA

02 Jun 2014

02 Jun 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

NM

LC

SW toFR

LIMESTONE: grey, distinctly bedded at 60º to70º. (continued)


38%

44%

50%

0%

78%

Def

ects

are

:PT

, 60

- 7

0°,

PL,

RO

, CN

,un

less

oth

erw

ise

desc

ribed

JT, 60 - 70°, PL, RO, CNJT, 60 - 70°, PL, RO, CN

Highly Fractured Zone: 250mmcomprising closely spaced partings at60º to 70ºJT, 10°, UN, RO, CN

CS 20mm

CS 30mm


Highly Fractured Zone: 360mmcomprising closely spaced partings at60º to 70ºJT, 20°, PL, RO, CN


a=2.80d=7.30

a=1.30d=1.76

a=1.33d=2.78

a=3.13d=1.25

a=4.07d=0.77

a=3.06d=1.35

RL

(m)

572

571

570

569

568

567

566

565


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH04

GEOTFYSH09703AA

02 Jun 2014

02 Jun 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


3 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


8

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


9

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


10

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4

<Wl

M

U50

Not

Obs

erv

able

AD

/V

CA

SIN

G

TOPSOIL: Sandy SILT: low liquid limit, dark brown,fine grained sand.

FILL: Clayey SAND: medium to coarse grained,orange-brown, medium plasticity clay fines, withsome large cobbles.


TOPSOIL

FILL

RL

(m)

583

582

581

580

579

578

577

576


B-BH05

GEOTFYSH09703AA

03 Jun 2014

04 Jun 2014

BC

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 3



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

SW

SW

HW

SW

Sandy CLAY (CH): medium to high plasticity,orange, medium to coarse grained sand, withsome coarse grained, sub-rounded gravel.(ALLUVIUM)

NO CORE: 0.18 m

LIMESTONE: grey with dark grey laminations,distinctly bedded at 60º to 70º.

NO CORE: 0.12 m

LIMESTONE: grey with pale grey and whitelaminations, distinctly bedded at 60º to 70º, withpyrite and calcite mineralisation.


0%

0%

52%

50%

0%

0%

18%

0%

23%

0%

Def

ects

are

:PT

, 50

- 6

0°,

PL,

SO

, Fe

SN

,un

less

oth

erw

ise

desc

ribed

JT, 15°, IR, RO, Fe SN


JT, 10°, ST, RO, Fe SN


SM 130mm, Silty Clay

JT, 5°, IR, RO, Fe SNHighly Fractured Zone: 100mmcomprising closely spaced joints andpartings at various orientations

CS 200mmCS 50mm

JT, 60°, PL, SO, Fe SN

CS 50mmJT x2, 10°, IR, RO, Fe SN

Highly Fractured Zone: 500mmcomprising closely spaced joints and

a=2.70d=2.17

d=1.05

a=2.51d=2.00

a=4.88d=0.19

a=1.80d=2.05

RL

(m)

583

582

581

580

579

578

577

576


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH05

GEOTFYSH09703AA

03 Jun 2014

04 Jun 2014

BC

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

NM

LC

SWLIMESTONE: grey with pale grey and whitelaminations, bedding becoming distinctly twistedand wavy.

Becoming distinclty bedded at 30º to 40º

Becoming indistinclty bedded

Becoming distinctly bedded at 30º to 40º


0%

24%

85%

69%

55%

15%

33%

partings at various orientationsSM 40mmSM 40mm, ClayPT, 20°, CU, RO, Fe SNPT, 30°, CU, RO, Clay VNCS 50mmJT, 90°, ST, VR, CNSM 20mm, ClayJT, 0°, ST, RO, CN

JT, 5°, UN, RO, Silty Clay VNHighly Fractured Zone: 100mmcomprising closely spaced joints andpartings at various orientationsJT, 70°, CU, RO, Sandy clay CO

PT, 50°, PL, RO, Pale grey SN

SM 60mm, Silty ClayCS 60mm

CS 30mmCS 20mmCS 40mmJT, 5°, IR, VR, Silt CO

JT, 60°, UN, RO, Silty Clay COPT, 30°, PL, RO, Silty Clay CO


JT, 60°, PL, SO, Calcite VNJT, 40°, ST, RO, CN

CS 5mmCS 10mmCS 30mm

CS 30mmPT, 30°, UN, RO, Silt COJT, 5°, UN, RO, Silt CO

Highly Fractured Zone: 850mmcomprising closely spaced crushedseams and partings at 30º to 40º

JT x2, 60°, UN, RO, Fe SN

a=3.23d=5.34

a=5.26d=2.45

a=4.21d=4.63

a=1.23d=0.17

a=4.86d=5.62

a=0.98d=0.27

RL

(m)

575

574

573

572

571

570

569

568


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH05

GEOTFYSH09703AA

03 Jun 2014

04 Jun 2014

BC

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


3 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


11

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


12

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


13

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4

MD

=Wp

MGC

Not

Obs

erv

able

AD

/V

CA

SIN

G

FILL: Silty CLAY: medium plasticity, red-brown,trace fine grained sand.

Clayey GRAVEL: fine to coarse grained,sub-rounded, orange-brown, medium to highplasticity clay fines.


FILL

ALLUVIUM

RL

(m)

586

585

584

583

582

581

580

579


B-BH06

GEOTFYSH09703AA

05 Jun 2014

06 Jun 2014

BC

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


1 of 3



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- C

BH

LO

GS

.GP

J <

<D

raw

ingF

ile>

> 2

7/06

/201

4 16

:07

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

NM

LC

SW

NO CORE: 0.70 m

Clayey GRAVEL (GC): medium grained,sub-rounded, orange-brown, medium to highplasticity clay fines. (ALLUVIUM)

LIMESTONE: grey with pale grey laminations,distinctly bedded at 60º.


0%

0%

62%

Highly Fractured Zone: 300mmcomprising closely spaced partings at20º, PL, RO, SN pale greySM 60mm, Clayey siltSM 100mm, Clayey siltCS 80mm

d=6.00

RL

(m)

586

585

584

583

582

581

580

579


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH06

GEOTFYSH09703AA

05 Jun 2014

06 Jun 2014

BC

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


2 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

1.0

2.0

3.0

4.0

5.0

6.0

7.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le

NM

LC

HW

SW

SW

HW

SW

SW

NO CORE: 0.30 m

LIMESTONE: orange-grey, distinctly bedded at20º.

NO CORE: 0.45 m

LIMESTONE: grey with pale grey laminations,distinctly bedded at 40º to 60º.

NO CORE: 0.20 m


NO CORE: 0.30 m


NO CORE: 0.20 m



0%

29%

11%

0%

34%

90%

88%

Def

ects

are

:PT

, 60

°, P

L, S

O,

Pal

e gr

ey S

N,

unle

ss o

ther

wis

e de

scrib

ed

Highly Fractured Zone: 500mmcomprising closely spaced partingsand joints at various orientations

CS 80mmCS 10mm

PT, 50°, PL, RO, Calcite VN

Highly Fractured Zone: 110mmcomprising closely spaced partingsand joints at various orientationsJT, 0°, IR, VR, Fe SNJT, 0°, PL, RO, Calcite VNJT, 0°, PL, RO, Calcite VNHighly Fractured Zone: 300mmcomprising closely spaced partingsand joints at various orientations

JT, UN, RO, Calcite VNSM 50mm, Gravelly ClayJT, 45°, UN, RO, Calcite VN

SM 15mm, Sandy clay

CS 30mm

JT, 70°, UN, RO, Calcite VN

JT, 10°, CU, RO, CNCS 10mm

a=3.46d=0.35

a=2.01d=1.26

a=5.01d=0.66

a=4.05d=1.34

a=2.35d=3.06

a=0.73d=0.93

RL

(m)

578

577

576

575

574

573

572

571


water





core run & RQD

barrel withdrawn

25uL





water inflow


grap

hic

log

defectspacing(mm)

30 100

300

1000

3000

met

hod

&su

ppor

t

wea

ther

ing

&al

tera




core

run

& R

QD

B-BH06

GEOTFYSH09703AA

05 Jun 2014

06 Jun 2014

BC

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan, NSW

client:

principal:

project:

location:


3 of 3



particular general



& Is50 = axial;

= diametral

VL

L M H VH

EH

estimatedstrength

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

coatingCNSNVNCO


planarityPLCUUNSTIR







SLPOLSOROVR


roughness

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: C

OR

ED

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:0

9



strengthVLLMHVHEH


wat

erN

ot O

bse

rvab

le


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


14

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

4


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


15

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5


SB

A4


client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH09703AA

N.T.S.

24/06/2014


16

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O C

OR

E P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A -

CB

H L

OG

S.G

PJ

<<

Dra

win

gFile

>>

24/

06/2

014

11:2

5

MD

M

SC

BS

Non

e O

bser

ved

AD

/T

N

ROAD SURFACE: ASPHALT.

FILL: Gravelly SAND: medium grained, grey, fineto coarse grained, sub-angular gravel.

FILL: Gravelly SAND: medium grained,orange-brown, medium to coarse grained,sub-angular gravel, with some small cobbles.

Clayey SAND: fine grained, brown, mediumplasticity clay, trace fine to medium grainedsub-angular gravel.

Borehole A-BH01 terminated at 1.5 mTarget depth

ROAD SEAL

ROAD BASE

FILL

COLLUVIUM

RL

(m)

602

601


A-BH01

GEOTFYSH09703AA

02 Jun 2014

02 Jun 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:

Opus International Consultants Pty Ltd



Queanbeyan NSW

client:

principal:

project:

location:

surface elevation : 602.54m (AHD) angle from horizontal: 90°position: E: 704147; N: 6085783 (WGS84 Zone 55)

1 of 1


drill model: 13 Tonne Excavator mounting: Track hole diameter : 300 mm

cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- E

XIS

TIN

G E

LLE

RT

ON

DR

IVE

GI.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:4

9

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

St

D

=WpCH

BS

BS

Non

e O

bser

ved

AD

/T

N


FILL: Clayey Sandy GRAVEL: fine tomedium grained, sub-angular, grey, fine to coarsegrained sand, medium plasticity clay.

FILL: Clayey SAND: fine to medium grained, paleorange, medium plasticity clay.

CLAY: medium to high plasticity, orange, withsome fine grained sand.

SANDSTONE: fine to medium grained, orange,extremely to highly weathered, estimated very lowstrength.


ROAD SEAL

ROAD BASE

FILL

RESIDUAL SOIL

BEDROCK

RL

(m)

603

602


A-BH02

GEOTFYSH09703AA

02 Jun 2014

02 Jun 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- E

XIS

TIN

G E

LLE

RT

ON

DR

IVE

GI.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:4

9

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

St

D

M

=WpSC

D

Non

e O

bser

ved

AD

/T

N



FILL: Clayey GRAVEL: medium grained,sub-angular, orange, medium plasticity clay, withsome fine to medium grained sand.

Clayey SAND: fine to medium grained, red-brown,medium plasticity clay, with some fine to mediumgrained, sub-angular gravel.


ROAD SEAL

ROAD BASE

FILL

COLLUVIUM

RL

(m)

606

605


A-BH03

GEOTFYSH09703AA

02 Jun 2014

02 Jun 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- E

XIS

TIN

G E

LLE

RT

ON

DR

IVE

GI.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:4

9

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

MD

D

=Wp

MSC

D

BS

BS

Non

e O

bser

ved

AD

/T

N



FILL: Gravelly CLAY: medium to high plasticity,orange, medium grained, sub-rounded gravel.

Clayey SAND: medium grained, red-brown,medium plasticity clay, with some fine to mediumgrained, sub-angular gravel.


ROAD SEAL

ROAD BASE

FILL

COLLUVIUM

RL

(m)

608

607


A-BH04

GEOTFYSH09703AA

02 Jun 2014

02 Jun 2014

SB

BC

Borehole ID.

sheet:

project no.

date started:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



cons

iste

ncy

/re

lativ

e de

nsi

ty

grap

hic

log

moi

stur

eco

nditi

on

clas

sific

atio

nsy

mbo

l


wat

er






water

water outflow

water inflow

penetration



method

1 2 3





met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TF

YS

H09

703

AA

- E

XIS

TIN

G E

LLE

RT

ON

DR

IVE

GI.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

16:4

9

moistureDMWWpWl


(kPa)

handpenetro-

meter

100

200

300

400

DEFINITION:In engineering terms soil includes every type of uncementedor partially cemented inorganic or organic material found inthe ground. In practice, if the material can be remoulded ordisintegrated by hand in its field condition or in water it isdescribed as a soil. Other materials are described using rockdescription terms.

CLASSIFICATION SYMBOL & SOIL NAMESoils are described in accordance with the Unified SoilClassification (UCS) as shown in the table on Sheet 2.

PARTICLE SIZE DESCRIPTIVE TERMS

MOISTURE CONDITION

CONSISTENCY OF COHESIVE SOILS

DENSITY OF GRANULAR SOILS

MINOR COMPONENTS

SOIL STRUCTURE

GEOLOGICAL ORIGIN

Boulders

Cobbles

>200 mm

63 mm to 200 mm

Gravel coarse

medium

fine

20 mm to 63 mm

6 mm to 20 mm

2.36 mm to 6 mm

Sand coarse

medium

fine

600 μm to 2.36 mm

200 μm to 600 μm

75 μm to 200 μm

Looks and feels dry. Cohesive and cemented soilsare hard, friable or powdery. Uncemented granularsoils run freely through hands.

Soil feels cool and darkened in colour. Cohesivesoils can be moulded. Granular soils tend to cohere.

As for moist but with free water forming on handswhen handled.

Very Soft

Soft

Firm

Stiff

Very Stiff

Hard

Friable

<12

12 - 25

25 - 50

50 - 100

100 - 200

>200

–

A finger can be pushed well into thesoil with little effort.

A finger can be pushed into the soilto about 25mm depth.

The soil can be indented about 5mmwith the thumb, but not penetrated.

The surface of the soil can beindented with the thumb, but notpenetrated.

The surface of the soil can be marked,but not indented with thumb pressure.

The surface of the soil can be markedonly with the thumbnail.

Crumbles or powders when scrapedby thumbnail.

Very loose

Loose

Medium Dense

Dense

Very Dense

Less than 15

15 - 35

35 - 65

65 - 85

Greater than 85

Trace of

With some

Presence just detectableby feel or eye, but soilproperties little or nodifferent to generalproperties of primarycomponent.

Coarse grained soils:<5%

Fine grained soils:<15%

Presence easily detectedby feel or eye, soilproperties little differentto general properties ofprimary component.

Coarse grained soils:5 - 12%Fine grained soils:15 - 30%

Layers

Lenses

Pockets

Continuous acrossexposure or sample.

Discontinuouslayers of lenticularshape.

Irregular inclusionsof different material.

Weaklycemented

Moderatelycemented

Easily broken up byhand in air or water.

Effort is required tobreak up the soil byhand in air or water.

Extremelyweatheredmaterial

Residual soil

Aeolian soil

Alluvial soil

Colluvial soil

Fill

Lacustrine soil

Marine soil

Structure and fabric of parent rock visible.

Structure and fabric of parent rock not visible.

Deposited by wind.

Deposited by streams and rivers.

Deposited on slopes (transported downslopeby gravity).

Man made deposit. Fill may be significantlymore variable between tested locations thannaturally occurring soils.

Deposited by lakes.

Deposited in ocean basins, bays, beachesand estuaries.

Dry

Moist

Wet

TERM ASSESSMENTGUIDE

PROPORTION OFMINOR COMPONENT IN:

TERM DENSITY INDEX (%)

ZONING CEMENTING

WEATHERED IN PLACE SOILS

TRANSPORTED SOILS

TERMUNDRAINEDSTRENGTHsu (kPa)

FIELD GUIDE

Soil Description Explanation Sheet (1 of 2)

NAME SUBDIVISION SIZE

SOIL CLASSIFICATION INCLUDING IDENTIFICATION AND DESCRIPTION

COMMON DEFECTS IN SOIL

(Excluding particles larger than 60 mm and basing fractions on estimated mass)

Wide range in grain size and substantialamounts of all intermediate particle sizes.

Predominantly one size or a range of sizeswith more intermediate sizes missing.

Non-plastic fines (for identificationprocedures see ML below)

Plastic fines (for identification proceduressee CL below)

Wide range in grain sizes and substantialamounts of all intermediate sizes

Predominantly one size or a range of sizeswith some intermediate sizes missing.

Non-plastic fines (for identificationprocedures see ML below).

Plastic fines (for identification proceduressee CL below).

IDENTIFICATION PROCEDURES ON FRACTIONS <0.2 mm.

None to Low

Medium to High

Low to medium

Low to medium

High

Medium to High

Quick to slow

None

Slow to very slow

Slow to very slow

None

None

None

Medium

Low

Low to medium

High

Low to medium

ML

CL

OL

MH

CH

OH

Pt

SILT

CLAY

ORGANIC SILT

SILT

CLAY

ORGANIC CLAY

PEAT

GW

GP

GM

GC

SW

SP

SM

SC

GRAVEL

GRAVEL

SILTY GRAVEL

CLAYEY GRAVEL

SAND

SAND

SILTY SAND

CLAYEY SAND

HIGHLY ORGANICSOILS

Readily identified by colour, odour, spongy feel andfrequently by fibrous texture.

Low plasticity – Liquid Limit wL less than 35%. Medium plasticity – wL between 35% and 50%. High plasticity – wL greater than 50%.

PARTING

JOINT

SHEAREDZONE

SHEAREDSURFACE

A surface or crack across which thesoil has little or no tensile strength.Parallel or sub parallel to layering(eg bedding). May be open or closed.

A surface or crack across which the soilhas little or no tensile strength but which isnot parallel or sub parallel to layering. Maybe open or closed. The term 'fissure' maybe used for irregular joints <0.2 m in length.

Zone in clayey soil with roughlyparallel near planar, curved or undulatingboundaries containing closely spaced,smooth or slickensided, curved intersectingjoints which divide the mass into lenticularor wedge shaped blocks.

A near planar curved or undulating, smooth,polished or slickensided surface in clayeysoil. The polished or slickensided surfaceindicates that movement (in many casesvery little) has occurred along the defect.

A zone in clayey soil, usually adjacentto a defect in which the soil has ahigher moisture content than elsewhere.

SOFTENEDZONE

TUBE

TUBECAST

INFILLEDSEAM

Tubular cavity. May occur singly or as oneof a large number of separate orinter-connected tubes. Walls often coatedwith clay or strengthened by denser packingof grains. May contain organic matter

Roughly cylindrical elongated body of soildifferent from the soil mass in which itoccurs. In some cases the soil whichmakes up the tube cast is cemented.

Sheet or wall like body of soil substanceor mass with roughly planar to irregularnear parallel boundaries which cutsthrough a soil mass. Formed by infilling ofopen joints.

FIN

E G

RA

INE

D S

OIL

SM

ore

than

50%

of m

ater

ial l

ess

than

63 m

m is

sm

alle

r th

an 0

.075

mm

(A 0

.075

mm

par

ticle

is a

bou

t th

e sm

alle

st p

artic

le v

isib

le t

o th

e na

ked

eye

)

SIL

TS &

CLA

YS

SIL

TS &

CLA

YS

SA

ND

SG

RA

VE

LSLi

qui

d li

mit

grea

ter

than

50

Liq

uid

lim

itle

ss t

han

50M

ore

than

hal

f of c

oars

efr

actio

n is

sm

alle

r th

an 2

.36

mm

Mor

e th

an h

alf o

f coa

rse

frac

tion

is la

rger

tha

n 2.

36 m

m

SA

ND

SW

ITH

FIN

ES

CLE

AN

SA

ND

SG

RA

VE

LSW

ITH

FIN

ES

CLE

AN

GR

AV

ELS

(Ap

pre

ciab

leam

ount

of fi

nes)

(Litt

leor

no

fines

)

(Ap

pre

ciab

leam

ount

of fi

nes)

(Litt

leor

no

fines

)

CO

AR

SE

GR

AIIN

ED

SO

ILS

Mor

e th

an 5

0% o

f mat

eria

ls le

ss t

han

63 m

m is

larg

er t

han

0.07

5 m

m

FIELD IDENTIFICATION PROCEDURES PRIMARY NAME

TERM DEFINITION DIAGRAM TERM DEFINITION DIAGRAM

DRY STRENGTH DILATANCY TOUGHNESS

Soil Description Explanation Sheet (2 of 2)

USC

72810-03/02/2009

The descriptive terms used by Coffey are given below. They are broadly consistent with Australian Standard AS1726-1993.

DEFINITIONS:Rock Substance

DefectMass

Rock substance, defect and mass are defined as follows:In engineering terms rock substance is any naturally occurring aggregate of minerals and organic material which cannot bedisintegrated or remoulded by hand in air or water. Other material is described using soil descriptive terms. Effectivelyhomogenous material, may be isotropic or anisotropic.Discontinuity or break in the continuity of a substance or substances.Any body of material which is not effectively homogeneous. It can consist of two or more substances without defects, or one ormore substances with one or more defects.

SUBSTANCE DESCRIPTIVE TERMS:

CLASSIFICATION OF WEATHERING PRODUCTS

ROCK SUBSTANCE STRENGTH TERMS

ROCK NAME

PARTICLE SIZE

FABRIC

Simple rock names are used rather than precisegeological classification.

Grain size terms for sandstone are:Mainly 0.6mm to 2mmMainly 0.2mm to 0.6mmMainly 0.06mm (just visible) to 0.2mm

Coarse grainedMedium grainedFine grained

Terms for layering of penetrative fabric (eg. bedding,cleavage etc. ) are:

Massive

Indistinct

Distinct

No layering or penetrative fabric.

Layering or fabric just visible. Little effect on properties.

Layering or fabric is easily visible. Rock breaks moreeasily parallel to layering of fabric.

Term Definition

ResidualSoil

RS

ExtremelyWeatheredMaterial

XW

Soil derived from the weathering of rock; themass structure and substance fabric are nolonger evident; there is a large change involume but the soil has not been significantlytransported.

Material is weathered to such an extent that ithas soil properties, ie, it either disintegrates orcan be remoulded in water. Original rock fabricstill visible.

HighlyWeatheredRock

HW Rock strength is changed by weathering. Thewhole of the rock substance is discoloured,usually by iron staining or bleaching to theextent that the colour of the original rock is notrecognisable. Some minerals are decomposedto clay minerals. Porosity may be increased byleaching or may be decreased due to thedeposition of minerals in pores.

ModeratelyWeatheredRock

MW The whole of the rock substance is discoloured,usually by iron staining or bleaching , to theextent that the colour of the fresh rock is nolonger recognisable.

SlightlyWeatheredRock

SW Rock substance affected by weathering to theextent that partial staining or partialdiscolouration of the rock substance (usually bylimonite) has taken place. The colour andtexture of the fresh rock is recognisable;strength properties are essentially those of thefresh rock substance.

Fresh Rock FR Rock substance unaffected by weathering.

Notes on Weathering:1. AS1726 suggests the term "Distinctly Weathered" (DW) to cover the range of substance weathering conditions between XW and SW. For projects where it is not practical to delineate between HW and MW or it is judged that there is no advantage in making such a distinction. DW may be used with the definition given in AS1726.2. Where physical and chemical changes were caused by hot gasses and liquids associated with igneous rocks, the term "altered" may be substituted for "weathering" to give the abbreviations XA, HA, MA, SA and DA.

Very Low VL Material crumbles under firmblows with sharp end of pick;can be peeled with a knife;pieces up to 30mm thick canbe broken by finger pressure.

Term Abbrev- iation

Point LoadIndex, Is(50) (MPa)

Field Guide

Less than 0.1

Low L 0.1 to 0.3

Medium M 0.3 to 1.0

High H 1 to 3

Very High VH 3 to 10

ExtremelyHigh

EH More than 10

Easily scored with a knife;indentations 1mm to 3mmshow with firm bows of apick point; has a dull soundunder hammer. Pieces ofcore 150mm long by 50mmdiameter may be broken byhand. Sharp edges of coremay be friable and breakduring handling.

Readily scored with a knife; apiece of core 150mm long by50mm diameter can bebroken by hand with difficulty.

A piece of core 150mm longby 50mm can not be brokenby hand but can be brokenby a pick with a single firmblow; rock rings underhammer.

Hand specimen breaks aftermore than one blow of apick; rock rings underhammer.

Specimen requires manyblows with geological pick tobreak; rock rings underhammer.

Notes on Rock Substance Strength:1. In anisotropic rocks the field guide to strength applies to the strength perpendicular to the anisotropy. High strength anisotropic rocks may break readily parallel to the planar anisotropy.2. The term "extremely low" is not used as a rock substance strength term. While the term is used in AS1726-1993, the field guide therein makes it clear that materials in that strength range are soils in engineering terms.3. The unconfined compressive strength for isotropic rocks (and anisotropic rocks which fall across the planar anisotropy) is typically 10 to 25 times the point load index Is(50). The ratio may vary for different rock types. Lower strength rocks often have lower ratios than higher strength rocks.

Rock Description Explanation Sheet (1 of 2)

Abbreviation

COMMON DEFECTS INROCK MASSES

DEFECT SHAPE

Term Definition

Parting A surface or crack across which therock has little or no tensile strength.Parallel or sub parallel to layering(eg bedding) or a planar anisotropyin the rock substance (eg, cleavage).May be open or closed.

Joint A surface or crack across which therock has little or no tensile strength.but which is not parallel or subparallel to layering or planaranisotropy in the rock substance.May be open or closed.

ShearedZone

Zone of rock substance with roughlyparallel near planar, curved or undulating boundaries cut byclosely spaced joints, shearedsurfaces or other defects. Some ofthe defects are usually curved andintersect to divide the mass intolenticular or wedge shaped blocks.

(Note 3)

ShearedSurface

A near planar, curved or undulatingsurface which is usually smooth,polished or slickensided.(Note 3)

CrushedSeam

Seam with roughly parallel almostplanar boundaries, composed ofdisoriented, usually angularfragments of the host rocksubstance which may be moreweathered than the host rock. Theseam has soil properties.

(Note 3)

InfilledSeam

Seam of soil substance usually withdistinct roughly parallel boundariesformed by the migration of soil intoan open cavity or joint, infilledseams less than 1mm thick may bedescribed as veneer or coating onjoint surface.

ExtremelyWeatheredSeam

Seam of soil substance, often withgradational boundaries. Formad byweathering of the rock substance inplace.

Notes on Defects:1. Usually borehole logs show the true dip of defects and face sketches and sections the apparent dip.2. Partings and joints are not usually shown on the graphic log unless considered significant.3. Sheared zones, sheared surfaces and crushed seams are faults in geological terms.

Planar The defect does not vary inorientation

ROUGHNESS TERMS

COATING TERMS

BLOCK SHAPE TERMS

Curved The defect has a gradualchange in orientation

Undulating The defect has a wavy surface

Stepped The defect has one or morewell defined steps

Irregular The defect has many sharpchanges of orientation

Slickensided Grooved or striated surface,usually polished

Polished Shiny smooth surface

Smooth Smooth to touch. Few or nosurface irregularities

Rough Many small surface irregularities(amplitude generally less than1mm). Feels like fine to coarsesand paper.

Very Rough Many large surfaceirregularities (amplitudegenerally more than 1mm).Feels like, or coarser than verycoarse sand paper.

Clean No visible coating

Stained No visible coating butsurfaces are discoloured

Veneer A visible coating of soil ormineral, too thin to measure;may be patchy

Coating A visible coating up to 1mmthick. Thicker soil material isusually described usingappropriate defect terms (eg,infilled seam). Thicker rockstrength material is usuallydescribed as a vein.

Blocky Approximatelyequidimensional

Tabular Thickness much less thanlength or width

Columnar Height much greate thancross section

Note: The assessment of defect shape is partlyinfluenced by the scale of the observation.

7271

0 /

07-0

6

Diagram MapSymbol

Graphic Log(Note 1)

Rock Description Explanation Sheet (2 of 2)

TERMS

Bedding

Cleavage (Note 2)

20

20

60

(Note 2)

35

40

50

65

32

Seam

Appendix B - Engineering Test Pit Logs

D

N CL

CL

Non

e O

bser

ved

<Wp F

H to Fb

Sandy CLAY: low plasticity, pale brown, finegrained sand, with some fine to mediumgrained, sub-angular gravel.

Sandy CLAY: low plasticity, red-brown, fine tomedium grained sand.

Test pit TP01 terminated at 3.1 mTarget depth

COLLUVIUM

25/20 mm

E

excavation information material substance

RL

(m)

615.5

615.0

614.5

614.0

613.5

613.0

612.5

612.0


supp

ort

clas

sific

atio

nsy

mbo

l

TP01

GEOTFYSH9703AA

15 May 2014

15 May 2014

BC

DB

Excavation ID.

sheet:

project no.

date excavated:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:

surface elevation : 615.85m (AHD)position: E: 704651; N: 6085474 (WGS84 Zone 55) pit orientation:

1 of 1

Engineering Log - Excavation

excavation method: Excavator excavation dimensions: 2.9 m long 1.1 m wideequipment type: 13 Tonne Excavator DCP id.:

wat

er

moi

stur

eco

nditi

on

cons

iste

ncy

/re

lativ

e de

nsi

ty

SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components


5 10 15 20

DCP(blows/

100 mm)

NXBHBRE

water

penetration

water inflow

method

water outflow

supportN noneS shoring

samples & field tests

natural exposureexisting excavationbackhoe bucketbulldozer bladeripperexcavator

moisture

consistency / relative density

VSSFStVStHFbVLLMDDVD


DMWWP

WL


refusal



undisturbed sample ##mm diameterdisturbed samplebulk disturbed sampleenvironmental samplehand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear;peak/remouded

(uncorrected kPa)refusal

U##DBEHPNN*NcVS

R

no resistanceranging to


1 2 3

grap

hic

log

met

hod

1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

EX

CA

VA

TIO

N +

PS

P/D

CP

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

15:4

1

(kPa)

handpenetro-

meter

100

200

300

400

TP01

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O T

ES

T P

IT P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

20/

06/2

014

16:0

3

SB

A4

TEST PIT PROFILE

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH9703AA

N.T.S.

20/06/2014

BC Ellerton Drive Extension

1

BX2

D

N CL

CL

Non

e O

bser

ved

<Wp HSandy CLAY: low plasticity, pale brown, finegrained sand, with some fine to mediumgrained, sub-angular gravel.

Sandy CLAY: low plasticity, mottledorange/grey, fine grained sand, with some clay.

Test pit TP02 terminated at 1.2 mBucket Refusal

COLLUVIUM

25/50 mm

E


RL

(m)

617.5

617.0

616.5

616.0

615.5

615.0

614.5

614.0


supp

ort

clas

sific

atio

nsy

mbo

l

TP02

GEOTFYSH9703AA

01 May 2014

01 May 2014

BC

DB

Excavation ID.

sheet:

project no.

date excavated:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



wat

er

moi

stur

eco

nditi

on

cons

iste

ncy

/re

lativ

e de

nsi

ty



5 10 15 20

DCP(blows/

100 mm)

NXBHBRE

water

penetration

water inflow

method

water outflow




moisture




DMWWP

WL


refusal





U##DBEHPNN*NcVS

R



1 2 3

grap

hic

log

met

hod

1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

EX

CA

VA

TIO

N +

PS

P/D

CP

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

15:4

1

(kPa)

handpenetro-

meter

100

200

300

400

TP02

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O T

ES

T P

IT P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

20/

06/2

014

16:0

3

SB

A4

TEST PIT PROFILE

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH9703AA

N.T.S.

20/06/2014


2

BX2

D

N CL

CL

Non

e O

bser

ved

<Wp F

H to Fb

Sandy CLAY: low plasticity, pale grey-brown,fine grained sand, with some fine grained,sub-angular gravel.

Sandy CLAY: low plasticity, mottledorange/grey, fine grained sand.

Test pit TP03 terminated at 3.0 mTarget depth

COLLUVIUM

17/70 mm

E


RL

(m)

618.5

618.0

617.5

617.0

616.5

616.0

615.5

615.0


supp

ort

clas

sific

atio

nsy

mbo

l

TP03

GEOTFYSH9703AA

15 May 2014

15 May 2014

BC

DB

Excavation ID.

sheet:

project no.

date excavated:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



wat

er

moi

stur

eco

nditi

on

cons

iste

ncy

/re

lativ

e de

nsi

ty



5 10 15 20

DCP(blows/

100 mm)

NXBHBRE

water

penetration

water inflow

method

water outflow




moisture




DMWWP

WL


refusal





U##DBEHPNN*NcVS

R



1 2 3

grap

hic

log

met

hod

1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

EX

CA

VA

TIO

N +

PS

P/D

CP

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

15:4

1

(kPa)

handpenetro-

meter

100

200

300

400

TP03

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O T

ES

T P

IT P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

20/

06/2

014

16:0

3

SB

A4

TEST PIT PROFILE

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH9703AA

N.T.S.

20/06/2014


3

BX2

N CL

CL

Non

e O

bser

ved

<Wp F

H

Sandy CLAY: low plasticity, pale grey, finegrained sand, trace fine grained, sub-angulargravel.

Gravelly Silty CLAY: low plasticity, paleorange, medium plasticity clay, mediumgrained, sub-angular to sub-rounded gravel,trace fine grained sand.

SHALE: grey, highly weathered, low tomedium strength.

Test pit TP04 terminated at 2.1 mRefusal on Bedrock

COLLUVIUM

BEDROCK

25/20 mm

E


RL

(m)

613.5

613.0

612.5

612.0

611.5

611.0

610.5

610.0


supp

ort

clas

sific

atio

nsy

mbo

l

TP04

GEOTFYSH9703AA

15 May 2014

15 May 2014

BC

DB

Excavation ID.

sheet:

project no.

date excavated:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



wat

er

moi

stur

eco

nditi

on

cons

iste

ncy

/re

lativ

e de

nsi

ty



5 10 15 20

DCP(blows/

100 mm)

NXBHBRE

water

penetration

water inflow

method

water outflow




moisture




DMWWP

WL


refusal





U##DBEHPNN*NcVS

R



1 2 3

grap

hic

log

met

hod

1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

EX

CA

VA

TIO

N +

PS

P/D

CP

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

15:4

1

(kPa)

handpenetro-

meter

100

200

300

400

TP04

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O T

ES

T P

IT P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

20/

06/2

014

16:0

3

SB

A4

TEST PIT PROFILE

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH9703AA

N.T.S.

20/06/2014


4

D

D

N CL

CLNon

e O

bser

ved

<Wp F

H

Sandy CLAY: low plasticity, pale brown, finegrained sand.

Sandy CLAY: low plasticity, mottledorange/grey, fine grained sand, with some fineto medium grained, sub-angular gravel.



COLLUVIUM

BEDROCK

25/80 mm

E


RL

(m)

618.0

617.5

617.0

616.5

616.0

615.5

615.0


supp

ort

clas

sific

atio

nsy

mbo

l

TP05

GEOTFYSH9703AA

01 May 2014

01 May 2014

BC

DB

Excavation ID.

sheet:

project no.

date excavated:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



wat

er

moi

stur

eco

nditi

on

cons

iste

ncy

/re

lativ

e de

nsi

ty



5 10 15 20

DCP(blows/

100 mm)

NXBHBRE

water

penetration

water inflow

method

water outflow




moisture




DMWWP

WL


refusal





U##DBEHPNN*NcVS

R



1 2 3

grap

hic

log

met

hod

1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

EX

CA

VA

TIO

N +

PS

P/D

CP

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

15:4

1

(kPa)

handpenetro-

meter

100

200

300

400

TP05

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O T

ES

T P

IT P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

20/

06/2

014

16:0

3

SB

A4

TEST PIT PROFILE

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH9703AA

N.T.S.

20/06/2014


5

BX2

N CL

Non

e O

bser

ved

<Wp VSt

H to Fb

Sandy CLAY: low plasticity, pale brown, finegrained sand, trace fine grained, angulargravel.



COLLUVIUM

BEDROCK

25/80 mm

E


RL

(m)

615.5

615.0

614.5

614.0

613.5

613.0

612.5

612.0


supp

ort

clas

sific

atio

nsy

mbo

l

TP06

GEOTFYSH9703AA

15 May 2014

15 May 2014

BC

DB

Excavation ID.

sheet:

project no.

date excavated:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



wat

er

moi

stur

eco

nditi

on

cons

iste

ncy

/re

lativ

e de

nsi

ty



5 10 15 20

DCP(blows/

100 mm)

NXBHBRE

water

penetration

water inflow

method

water outflow




moisture




DMWWP

WL


refusal





U##DBEHPNN*NcVS

R



1 2 3

grap

hic

log

met

hod

1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

EX

CA

VA

TIO

N +

PS

P/D

CP

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

15:4

1

(kPa)

handpenetro-

meter

100

200

300

400

TP06

CD

F_0

_9_0

4B

A.G

LB G

rfcT

bl C

OF

PH

OT

O T

ES

T P

IT P

HO

TO

1 P

ER

PA

GE

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

20/

06/2

014

16:0

3

SB

A4

TEST PIT PROFILE

client:drawn

project no:

datetitle:

project:approved

original size

scale

fig no: rev:


GEOTFYSH9703AA

N.T.S.

20/06/2014


6

N CL

Non

e O

bser

ved

<Wp VSt

H to Fb

Gravelly CLAY: low plasticity, pale brown, finegrained, angular gravel.



COLLUVIUM

BEDROCK

25/50 mm

E


RL

(m)

619.0

618.5

618.0

617.5

617.0

616.5

616.0

615.5


supp

ort

clas

sific

atio

nsy

mbo

l

TP07

GEOTFYSH9703AA

15 May 2014

15 May 2014

BC

DB

Excavation ID.

sheet:

project no.

date excavated:

date completed:

logged by:

checked by:




Queanbeyan NSW

client:

principal:

project:

location:


1 of 1



wat

er

moi

stur

eco

nditi

on

cons

iste

ncy

/re

lativ

e de

nsi

ty



5 10 15 20

DCP(blows/

100 mm)

NXBHBRE

water

penetration

water inflow

method

water outflow




moisture




DMWWP

WL


refusal





U##DBEHPNN*NcVS

R



1 2 3

grap

hic

log

met

hod

1 2 3pe

netr

atio

n

dept

h (m

)

0.5

1.0

1.5

2.0

2.5

3.0

3.5

CD

F_0

_9_0

4B

A.G

LB L

og C

OF

EX

CA

VA

TIO

N +

PS

P/D

CP

GE

OT

FY

SH

097

03A

A.G

PJ

<<

Dra

win

gFile

>>

27/

06/2

014

15:4

1

(kPa)

handpenetro-

meter

100

200

300

400

BH07 Engineering Log - Cored Borehole

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