Appendix B – Groundwater monitoring bore network - Level Crossing Removal Project · 2018. 3....

Appendix B – Groundwater monitoring bore network� Bore construction summaries

� Lithological borehole logs

� Bore construction licences

NOTE: THIS DATA IS PROVIDED ELECTRONICALLY ONLY

LXRA-LX31-00-GE-EES-0001 Revision 1 | Groundwater Impact Assessment

SP

SPT1, 2, 3N*=5

SPT1, 4, 4N*=8

SPT3, 9, 9N*=18

SPT20, 27, 27

N*=54

SPT15, 30 HB

N*=R

E

E

E

04/1

0/16

17

:00

04/1

0/16

07

:00

ND

DA

DW

NC

FILL: ASPHALT: 100mm.

FILL: Sandy GRAVEL: fine to coarse grained,angular, brown, with some angular cobbles.

SAND: fine to medium grained, dark grey, black.

becoming pale grey

becoming fine to coarse grained, pale brown, palegrey

becoming grey

becoming dark brown

becoming brown white, trace of shells

FILLPID: 0.1 ppm

QUATERNARY SANDSPID: 0.8 ppm

PID: 2.9 ppm

D

MD

D

VD

D

M

W

RL

(m)

6

5

4

3

2

1

0

-1

drilling information material substance

ID47-BH18

GEOTABTF10294AA

29 Sep 2016

04 Oct 2016

RL

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:

Metro Trains Melbourne

Level Crossing Removal Authority

project: LCRP-CTF

Engineering Log - Borehole1 of 6

Borehole ID.

ID47 - Station Street & Eel Race Road, Carrum

grap

hic

log

clas

sific

atio

nsy

mbo

l

samples &field tests

wat

er

samples & field tests consistency / relative densitysupportM mudC casing

N nil

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 3HANDD

hand augernon destructive drilling

ADASHAW

auger drilling*auger screwing*hand augerwashbore

*e.g.BTV

bit shown by suffixAD/Tblank bitTC bitV bit

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

VSSFStVStHFbVLLMDDVD

very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense

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

position: E: 335,261.22; N: 5,784,524.22 (MGA94 )

drill model: Comacchio 450P, Track mounted

angle from horizontal: 90°

hole diameter : 100 mm

surface elevation: 6.10 m (AHD)

drilling fluid: Polymer

cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A ID

47.G

PJ

<<

Dra

win

gFile

>>

27/

03/2

017

12:0

4

moistureDMWWpWl

drymoistwetplastic limitliquid limit

(kPa)

100

200

300

400

handpenetro-

meter

SP

CI

SP

SPT10, 37 HB

N*=R

SPT6, 8, 9N*=17

SPT1, 2, 3N*=5

SPT15,

20/100mmHB

N*=R

U63

W C

SAND: fine to medium grained, dark grey, black.(continued)

becoming fine to medium grained, pale grey

Sandy CLAY: medium plasticity, grey, dark grey,fine to medium grained sand.

SAND: fine to coarse grained, grey, with somemedium plasticity clay pockets.

QUATERNARY SANDSVD

D

MD

F

VD

W

M

W

RL

(m)

-2

-3

-4

-5

-6

-7

-8

-9


ID47-BH18

GEOTABTF10294AA

29 Sep 2016

04 Oct 2016

RL

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:



project: LCRP-CTF


Borehole ID.


grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

position: E: 335,261.22; N: 5,784,524.22 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A ID

47.G

PJ

<<

Dra

win

gFile

>>

27/

03/2

017

12:0

4

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

CI-CH

SP

CH

SP

SPT10, 20, 31

N*=51

SPT6, 6, 10N*=16

SPT20,

30/100mmHB

N*=R

SPT0, 5, 7N*=12

U63

W C

CLAYEY SAND: fine to coarse grained, greengrey, high plasticity clay.

CLAY: medium to high plasticity, pale grey,green-grey, grey-brown.

becoming pale brown

SAND: fine to coarse grained, pale brown.

CLAY: high plasticity, grey.

SAND: fine to coarse grained, pale grey.

TERTIARY BRIGHTON GROUP

HP 300 kPa

VD

St

VD

St - VSt

D

M

W

RL

(m)

-10

-11

-12

-13

-14

-15

-16

-17


ID47-BH18

GEOTABTF10294AA

29 Sep 2016

04 Oct 2016

RL

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:



project: LCRP-CTF


Borehole ID.


grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

17.0

18.0

19.0

20.0

21.0

22.0

23.0

position: E: 335,261.22; N: 5,784,524.22 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A ID

47.G

PJ

<<

Dra

win

gFile

>>

27/

03/2

017

12:0

4

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SC

ML

SC

SPT10, 17, 21

N*=38

SPT11, 16, 24

N*=40

SPT8, 19, 29N*=48

SPT9, 11, 14N*=25

SPT5,

32/145mmHB

N*=R

SPT30/145mm

HBN*=R

W C

SAND: fine to coarse grained, pale grey.(continued)

CLAYEY SAND: fine grained, pale brown, palegrey, medium plasticity.

Clayey SILT: low to medium liquid limit, brownmottled pale grey, trace of fine to medium grainedgravel.

becoming pale brown, with some fine grained sand

CLAYEY SAND: fine to coarse grained, palebrown, medium plasticity.

TERTIARY BRIGHTON GROUPD

VSt

H

VD

W

M

RL

(m)

-18

-19

-20

-21

-22

-23

-24

-25


ID47-BH18

GEOTABTF10294AA

29 Sep 2016

04 Oct 2016

RL

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:



project: LCRP-CTF


Borehole ID.


grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

25.0

26.0

27.0

28.0

29.0

30.0

31.0

position: E: 335,261.22; N: 5,784,524.22 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A ID

47.G

PJ

<<

Dra

win

gFile

>>

27/

03/2

017

12:0

4

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

GP

ML

CI-CH

SPT14, 7, 6N*=13

SPT10,

25/100mmHB

N*=R

SPT10, 26, 17

N*=43

SPT5, 2, 1N*=3

U63

U63

W C

CLAYEY SAND: fine to coarse grained, palebrown, medium plasticity. (continued)

GRAVEL: Ironstone, red brown, high strength.

SILT: low liquid limit, pale brown, trace of clay.

Silty CLAY: medium to high plasticity, pale greymottled brown, with some fine to coarse grainedsand.


HP 200 kPa

HP 200 kPa

VD

D

H

St - VSt

M

W

RL

(m)

-26

-27

-28

-29

-30

-31

-32

-33


ID47-BH18

GEOTABTF10294AA

29 Sep 2016

04 Oct 2016

RL

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:



project: LCRP-CTF


Borehole ID.


grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

33.0

34.0

35.0

36.0

37.0

38.0

39.0

position: E: 335,261.22; N: 5,784,524.22 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A ID

47.G

PJ

<<

Dra

win

gFile

>>

27/

03/2

017

12:0

4

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

CI-CH

ML

SPT5, 7, 16N*=23

SPT7, 17, 26N*=43

SPT7, 14, 29N*=43

SPT10, 15 HB

N*=R

W C

Silty CLAY: medium to high plasticity, pale greymottled brown, with some fine to coarse grainedsand. (continued)

Clayey SILT: low liquid limit, grey, grey-brown.

Borehole ID47-BH18 terminated at 45.80 mTarget depth


GELLIBRAND MARL

St - VSt

VSt

H

W

M

W

RL

(m)

-34

-35

-36

-37

-38

-39

-40

-41


ID47-BH18

GEOTABTF10294AA

29 Sep 2016

04 Oct 2016

RL

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:



project: LCRP-CTF


Borehole ID.


grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

41.0

42.0

43.0

44.0

45.0

46.0

47.0

position: E: 335,261.22; N: 5,784,524.22 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A ID

47.G

PJ

<<

Dra

win

gFile

>>

27/

03/2

017

12:0

4

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

ND

DA

DW

NC

04/1

0/16

17

:00

04/1

0/16

07

:00

FILL

QUATERNARY SANDS

Grout

Bentonite

Sand

6.00 m

9.00 m

method & support

water

RL

(m)

6

4

2

0

-2

-4

dept

h (m

)

1

2

3

4

5

6

7

8

9

10

11

material substance

water pressure test result

(lugeons) for depth

interval shown

25

see engineering log for detailsgraphic log / core recovery

no core recovered

drilling information

core recovered(graphic symbolsindicate material)

partial drilling fluid loss

water inflow

complete drilling fluid loss

10-Oct-12, waterlevel on date shown

met

hod

&su

ppor

t

wat

er

grap

hic

log material name

position: E: 335,261.22; N: 5,784,524.22 (MGA94 )

equipment type: Comacchio 450P, Track mounted





ID47-BH181 of 1

GEOTABTF10294AA

29 Sep 2016

04 Oct 2016

RL

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:



project: LCRP-CTF

Piezometer Installation Log

Hole ID.


piezometer construction details

bore construction license:WRK098271

drilling company: Earthcore Drilling

driller: L. Adolphson

driller's permit no.: 0738

ID

ID47-BH18 standpipe piezo. 0.00 m

stickup(m)

tip depth(m)

9.00 m

water levelstickup tip

-2.90

Relative Levels(AHD)

04/10/2016 6.10

type water level(m)

installationdate

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

PIE

ZO

ME

TE

R O

NE

PA

GE

SU

MM

AR

Y G

EO

TA

BT

F10

294A

A ID

47.G

PJ

<<

Dra

win

gFile

>>

30/

03/2

017

10:2

3

ID47

-BH

18

Copy of RecordPrinted on: 11 Jan 2017 1:23:33 pm

Works Licence ID:WLE066488

Page 1 of 6

Works Licence ID:

WLE066488Printed on: 11 Jan 2017 1:23:33 pm

COPY OF RECORD IN THE VICTORIAN WATER REGISTER

LICENCE TO CONSTRUCT WORKSunder Section 67 of the Water Act 1989

The information in this copy of record is as recorded at the time of printing. Current information should be obtained bya search of the register. The State of Victoria does not warrant the accuracy or completeness of this information andaccepts no responsibility for any subsequent release, publication or reproduction of this information.

This licence does not remove the need to apply for any authorisation or permission necessary under any other Act ofParliament with respect to anything authorised by the works licence.

Water used under this licence is not fit for any use that may involve human consumption, directly or indirectly, withoutfirst being properly treated.

This licence is not to be interpreted as an endorsement of the design and/or construction of any works (including dams).The Authority does not accept any responsibility or liability for any suits or actions arising from injury, loss, damage ordeath to person or property which may arise from the maintenance, existence or use of the works.

Each person named as a licence holder is responsible for ensuring all the conditions of this licence are complied with.

This licence authorises its holders to construct the described works, subject to the conditions.

Licence Holder(s)METRO TRAINS MELBOURNE PTY LTD C/- COFFEY of LEVEL 1, 436 JOHNSTON STREETABBOTSFORD VIC 3067

Licence Contact DetailsMETRO TRAINS MELBOURNEPTY LTD C/- COFFEY

LEVEL 1, 436 JOHNSTON STREETABBOTSFORD VIC 3067

Licence DetailsExpiry date 11 Jan 2018Status ActiveAuthority Southern Rural Water

Name of waterway or aquifer NA for construct/decommissionWater system Frankston (GMU)

Summary of Licensed WorksThe details in this section are a summary only. They are subject to the conditions specified in this licence.

Works ID Works type Use of waterWRK095832 Bore ObservationWRK095833 Bore ObservationWRK095834 Bore ObservationWRK095835 Bore ObservationWRK095836 Bore ObservationWRK098270 Bore ObservationWRK098271 Bore Observation



Page 2 of 6

Description of Licensed Works

WORKS ID WRK095832Works type BoreWorks subtype Drilled boreProposed maximum depth Unrestricted

Works locationEasting Northing Zone MGA335520.312 5783379.030 Zone 55

Land descriptionVolume 7410 Folio 898Lot 1 of Plan TP533906N




Land description

Property address69C YOUNG STREET FRANKSTON 3199




Land description



Page 3 of 6

Property address69C YOUNG STREET FRANKSTON 3199




Land description

Property address1/ STATION STREET CARRUM 3197




Land description







Page 4 of 6

Land description





Other land description95 C3

Property addressLocation(s) in or near BONBEACH, Parish: Lyndhurst

Related InstrumentsRelated entitlements Nil

Related water-use entities Nil

Application HistoryReference Type Status Lodged date Approved date Recorded dateWLV703729 Modify Approved 11 Jan 2017 11 Jan 2017 WLI604791 Issue Approved 01 Sep 2016 01 Sep 2016



Page 5 of 6

ConditionsLicence WLE066488 is subject to the following conditions:Siting and construction1 The bore(s) must be drilled at the location specified in the application approved by the

Authority.2 If after drilling the bore is considered unsatisfactory a replacement bore may be drilled on the

land specified in the licence.

Preventing pollution3 All earthworks must be carried out, and all drilling fluids and waters produced during

construction and development must be disposed of, in ways that avoid contaminating nativevegetation, waterways, aquifers, the riparian environment, the riverine environment or otherpeople’s property.

4 Construction must stop immediately if the Authority reasonably believes that fuel, lubricant,drilling fluid, soil or water produced during construction and development is at risk of beingspilled into native vegetation, waterways, aquifers, the riparian environment, the riverineenvironment or other people’s property.

5 The licence holder must construct and maintain bund walls, in accordance with the timeframe,specifications, guidelines or standards prescribed by the Authority, to prevent fuel, lubricant,drilling fluid, soil or water produced during construction and development from being spilledinto native vegetation, waterways, aquifers, the riparian environment, the riverine environmentor other people’s property.

Construction standards6 The bore(s) must be constructed, and where relevant decommissioned, in accordance with the

Minimum Construction Requirements for Water Bores in Australia, Edition 3 or its successor.

Drilling licence and supervision requirements7 The bore(s) must be constructed by, or under the direct supervision of, a driller licensed under

the Water Act 1989 and endorsed as a [DrillerClass] driller, with appropriate endorsements.8 If artesian pressure is expected or encountered, then a driller licensed under the Water Act

1989, and endorsed as a class 3 driller, must install casing in the bore(s) to a suitable depth, andin a suitable manner, to prevent its outbreak. A suitable valve must also be fitted to the bore.

Bore completion report9 A Bore Completion Report must be submitted to the Authority within 28 working days of the

bore(s) being completed.

Protecting water resources10 No more than [dspNumberOfWorks] bore(s) may be brought to final development under this

licence.11 At the completion of drilling and before the drilling rig leaves the site, all but

[dspNumberOfWorks] bore(s) must be decommissioned so as to eliminate physical hazards,conserve aquifer yield, prevent groundwater contamination and prevent the intermingling ofdesirable and undesirable waters.

12 The bore(s) must be located at least 30 metres from any authority's channel, reserve oreasement unless authorised by the Authority.

Protecting water quality13 Drilling must not exceed the maximum depth.14 The bore(s) must be constructed so as to prevent aquifer contamination caused by vertical flow

outside the casing.15 If two or more aquifers are encountered, the bore(s) must be constructed to ensure that an

impervious seal is made and maintained between each aquifer to prevent aquifer connectionthrough vertical flow outside the casing; under no circumstances are two or more aquifers to be



Page 6 of 6

screened within the one bore or in any other manner to allow connection between them.16 Boreheads must be constructed, to ensure that no flood water, surface runoff or potential

subsurface contaminated soakage can enter the bore or bore annulus.

Protecting other water users17 The diameter of the drill casing must not exceed 130 millimetres.18 The bore(s) must be constructed so that water levels in the bore(s) can be measured by an

airline, a piezometer or a method approved in writing by the Authority.

Fees and charges19 The licence holder must, when requested by the Authority, pay all fees, costs and other charges

under the Water Act 1989 in respect of this licence.

END OF COPY OF RECORD

BOREHOLE LOGENVIRONMENTAL-GROUNDWATER

MONITORING WELL ID18-BH13Page 1 of 1

Client LXRAProject LXRA Level Crossing Project No. 3133036Site LXRA ID18LocationDate Drilled 01/08/2017 - 01/08/2017

Drill Co.DrillerRig TypeDrill MethodTotal Depth (m) 5.00Diameter (mm)

Easting, Northing 335864, 5788587Grid Ref GDA94_MGA_zone_55ElevationCollar RL -Logged By Alan WilsonChecked By

B.C.L No. N/A Casing 50 mm PVC (Class 18) Screen 0.5mm Slotted PVC (Class 18) Surface Completion Gatic

Sample IDLITHOLOGICAL DESCRIPTION

Soil Type (Classification Group Symbol); ParticleSize; Colour; Secondary / Minor Components.

COMMENTS/ CONTAMINANT

INDICATORSOdours, staining, waste

materials,separate phaseliquids, imported fill, ash.

Notes

GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 1726-1993. This log is not intended for geotechnical purposes.

Drilling Abbreviations Moisture Abbreviations Consistency Abbreviations

AH-Air Hammer, AR-Air Rotary, BE-Bucket Excavation, CC-Concrete Coring,DC-Diamond Core, FH-Foam Hammer, HA-Hand Auger, HE-Hand Excavation(shovel), HFA-Hollow Flight Auger, NDD-Non Destructive Drilling, PT-Pushtube,SD-Sonic Drilling, SFA-Solid Flight Auger, SS-Split Spoon, WB-Wash Bore,WS-Window Sampler

D-Dry, SM-Slightly Moist,M-Moist, VM-Very Moist,W-Wet, S-Saturated

Granular Soils VL-VeryLoose, L-Loose, MD-MediumDense, D-Dense,VD - VeryDense

Cohesive Soils VS-VerySoft, S-Soft, F-Firm,ST-Stiff, VST-Very Stiff,H-Hard





Easting, Northing 335346, 5788779Grid Ref GDA94_MGA_zone_55ElevationCollar RL 0.22Logged By Alan WilsonChecked By







Notes














Notes












B.C.L No. N/A Casing 50 mm PVC (Class 18) Screen 0.5mm Slotted PVC (Class 18) Surface Completion Monument






Notes


















Notes







Copy of RecordPrinted on: 10 Feb 2017 10:14:07 am


Page 1 of 6

Works Licence ID:

WLE067645Printed on: 10 Feb 2017 10:14:07 am

COPY OF RECORD IN THE VICTORIAN WATER REGISTER

LICENCE TO CONSTRUCT WORKSunder Section 67 of the Water Act 1989

The information in this copy of record is as recorded at the time of printing. Current information should be obtained bya search of the register. The State of Victoria does not warrant the accuracy or completeness of this information andaccepts no responsibility for any subsequent release, publication or reproduction of this information.

This licence does not remove the need to apply for any authorisation or permission necessary under any other Act ofParliament with respect to anything authorised by the works licence.

Water used under this licence is not fit for any use that may involve human consumption, directly or indirectly, withoutfirst being properly treated.

This licence is not to be interpreted as an endorsement of the design and/or construction of any works (including dams).The Authority does not accept any responsibility or liability for any suits or actions arising from injury, loss, damage ordeath to person or property which may arise from the maintenance, existence or use of the works.

Each person named as a licence holder is responsible for ensuring all the conditions of this licence are complied with.

This licence authorises its holders to construct the described works, subject to the conditions.

Licence Holder(s)DALE SCOTT MCKENZIE of LEVEL 1, 436 JOHNSTON STREET ABBOTSFORD VIC 3067

Licence Contact DetailsDS MCKENZIE LEVEL 1, 436 JOHNSTON STREET

ABBOTSFORD VIC 3067

Licence DetailsExpiry date 10 Feb 2018Status ActiveAuthority Southern Rural Water

Name of waterway or aquifer NA for construct/decommissionWater system Unincorporated (GMU)

Summary of Licensed WorksThe details in this section are a summary only. They are subject to the conditions specified in this licence.

Works ID Works type Use of waterWRK098877 Bore InvestigationWRK098878 Bore InvestigationWRK098879 Bore InvestigationWRK098880 Bore InvestigationWRK098881 Bore InvestigationWRK098882 Bore InvestigationWRK098883 Bore Investigation



Page 2 of 6





Property addressLocation(s) in or near CHELSEA, Parish: Lyndhurst




Land description

Property addressSTATION STREET CHELSEA 3196




Land description



Page 3 of 6





Land description





Land description

Property addressSTATION STREET ASPENDALE 3195






Page 4 of 6

Land description

Property addressSTATION STREET ASPENDALE 3195





Property addressLocation(s) in or near CHELSEA, Parish: Lyndhurst

Related InstrumentsRelated entitlements Nil

Related water-use entities Nil

Application HistoryReference Type Status Lodged date Approved date Recorded dateWLI605559 Issue Approved 10 Feb 2017 10 Feb 2017



Page 5 of 6

ConditionsLicence WLE067645 is subject to the following conditions:Siting and construction1 The bore(s) must be drilled at the location specified in the application approved by the

Authority.2 If after drilling the bore is considered unsatisfactory a replacement bore may be drilled on the

land specified in the licence.

Preventing pollution3 All earthworks must be carried out, and all drilling fluids and waters produced during

construction and development must be disposed of, in ways that avoid contaminating nativevegetation, waterways, aquifers, the riparian environment, the riverine environment or otherpeople’s property.

4 Construction must stop immediately if the Authority reasonably believes that fuel, lubricant,drilling fluid, soil or water produced during construction and development is at risk of beingspilled into native vegetation, waterways, aquifers, the riparian environment, the riverineenvironment or other people’s property.

5 The licence holder must construct and maintain bund walls, in accordance with the timeframe,specifications, guidelines or standards prescribed by the Authority, to prevent fuel, lubricant,drilling fluid, soil or water produced during construction and development from being spilledinto native vegetation, waterways, aquifers, the riparian environment, the riverine environmentor other people’s property.

Construction standards6 The bore(s) must be constructed, and where relevant decommissioned, in accordance with the

Minimum Construction Requirements for Water Bores in Australia, Edition 3 or its successor.

Drilling licence and supervision requirements7 The bore(s) must be constructed by, or under the direct supervision of, a driller licensed under

the Water Act 1989 and endorsed as a Class 1, 2, or 3 driller, with appropriate endorsements.8 If artesian pressure is expected or encountered, then a driller licensed under the Water Act

1989, and endorsed as a class 3 driller, must install casing in the bore(s) to a suitable depth, andin a suitable manner, to prevent its outbreak. A suitable valve must also be fitted to the bore.

Bore completion report9 A Bore Completion Report must be submitted to the Authority within 28 working days of the

bore(s) being completed.

Protecting water resources10 At the completion of drilling, and before the drilling rig leaves the site, all bore(s) must be

decommissioned so as to eliminate physical hazards, conserve aquifer yield, preventgroundwater contamination and prevent the intermingling of desirable and undesirable waters.

11 The bore(s) must be located at least 30 metres from any authority's channel, reserve oreasement unless authorised by the Authority.

Protecting water quality12 Drilling must not exceed the maximum depth.13 The bore(s) must be constructed so as to prevent aquifer contamination caused by vertical flow

outside the casing.14 If two or more aquifers are encountered, the bore(s) must be constructed to ensure that an

impervious seal is made and maintained between each aquifer to prevent aquifer connectionthrough vertical flow outside the casing; under no circumstances are two or more aquifers to bescreened within the one bore or in any other manner to allow connection between them.

15 Boreheads must be constructed, to ensure that no flood water, surface runoff or potentialsubsurface contaminated soakage can enter the bore or bore annulus.



Page 6 of 6

Fees and charges16 The licence holder must, when requested by the Authority, pay all fees, costs and other charges

under the Water Act 1989 in respect of this licence.

END OF COPY OF RECORD

SP

SP

SPT0, 1, 2N*=3

SPT2, 4, 3N*=7

SPT8, 9, 11N*=20

SPT9, 9, 15N*=24

SPT20/125mm

HBN=R

E

E

E

E

ND

DA

D/V

W

HW

cas

ing


FILL: CLAYEY GRAVEL: medium tocoarse grained, dark grey, orange.

SAND: fine to coarse grained, dark grey, trace offines.

SAND: fine to coarse grained, grey.

becoming pale grey

becoming brown, pale brown, grey

becoming brown, orange-brown, trace of fines

becoming grey, trace of quartz gravel, fine to coarsegrained

FILL

QUATERNARY SANDS

duplicate and triplicateenvironmental samples (QC3 &QC4)

VD

L - MD

D

VD

D

M

W

RL

(m)

6

5

4

3

2

1

0

-1


ASPEN-BH01

GEOTABTF10294AA

20 Feb 2017

22 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:

Metro Trains Melbourne Pty. Ltd.


project:Hydrogeological and Geotechnical Investigation, Aspendale andChelsea


Station Street, Aspendale

Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






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

position: E: 333471; N: 5789390 (MGA94 )

drill model: Xplora 50, Truck mounted


casing diameter : HW



cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

CH

SC

SPT14, 12, 10

N*=22

SPT12, 21, 29

N*=50

SPT10,

10/50mmN*=R

SPT4, 3, 4N*=7

SPT4, 12, 15N*=27

W

HW

cas

ing

N

SAND: fine to coarse grained, grey. (continued)

CLAY: high plasticity, green, grey, trace of sand.

CLAYEY SAND: fine to coarse grained,green-grey, mottled orange-brown, mediumplasticity.

QUATERNARY SANDS


D

VD

F

D

W

M

RL

(m)

-2

-3

-4

-5

-6

-7

-8

-9


ASPEN-BH01

GEOTABTF10294AA

20 Feb 2017

22 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

position: E: 333471; N: 5789390 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

CH

SC

SPT5, 8, 13N*=21

SPT16/70mm

N*=R

SPT3, 5, 8N*=13

SPT5, 9, 8N*=17

SPT7, 16, 18N*=34

U63

W

HW

cas

ing

CLAYEY SAND: fine to coarse grained,green-grey, mottled orange-brown, mediumplasticity. (continued)

becoming yellow-brown, with some fine grainedgravel

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

becoming pale grey

CLAYEY SAND: fine to medium grained, palegrey, mottled green-grey, brown, low plasticity, withsome pockets of fine to medium grained gravel.


HP 350 - 450 kPa

D

VD

VSt

MD

M

RL

(m)

-10

-11

-12

-13

-14

-15

-16

-17


ASPEN-BH01

GEOTABTF10294AA

20 Feb 2017

22 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

17.0

18.0

19.0

20.0

21.0

22.0

23.0

position: E: 333471; N: 5789390 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

SM

SPT3, 11, 7N*=18

SPT7, 2,

4/70mmN*=R

SPT21, 9, 11N*=20

SPT8, 7, 9N*=16

U63

W

HW

cas

ing

CLAYEY SAND: fine to medium grained, palegrey, mottled green-grey, brown, low plasticity, withsome pockets of fine to medium grained gravel.(continued)

SILTY SAND: fine grained, brown, mottledorange-brown, with some pockets of fine to coarsegrained gravel, trace of high plasticity clay pockets.

becoming dark green-grey

trace of shell fragments


GELLIBRAND MARL

SPT refusal on gravel band

MDM

RL

(m)

-18

-19

-20

-21

-22

-23

-24

-25


ASPEN-BH01

GEOTABTF10294AA

20 Feb 2017

22 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

25.0

26.0

27.0

28.0

29.0

30.0

31.0

position: E: 333471; N: 5789390 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SM

SPT12, 14, 17

N*=31

SPT11, 20, 18

N*=38

SPT20, 26, 23

N*=49

SPT9, 15, 22N*=37

U63

W

HW

cas

ing

SILTY SAND: fine grained, brown, mottledorange-brown, with some pockets of fine to coarsegrained gravel, trace of high plasticity clay pockets.(continued)

becoming green-grey, mottled dark green

GELLIBRAND MARLMD

D

MD

M

RL

(m)

-26

-27

-28

-29

-30

-31

-32

-33


ASPEN-BH01

GEOTABTF10294AA

20 Feb 2017

22 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

33.0

34.0

35.0

36.0

37.0

38.0

39.0

position: E: 333471; N: 5789390 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SMSPT15, 18, 25

N*=43

W

HW

cas

ing

SILTY SAND: fine grained, brown, mottledorange-brown, with some pockets of fine to coarsegrained gravel, trace of high plasticity clay pockets.(continued)

Borehole ASPEN-BH01 terminated at 40.45 mTarget depthStandpipe installationBackfill details0.0m-8.5m: grout8.5m-9.5m: bentonite9.5m-13.0m: sand13.0-40.45m: grout

Standpipe details0.0m-10.0m: unslotted 50mm PVC, Class 1810.0m-13.0m: machine slotted, 50mm PVC, Class18End caps and flush mounted gatic cover

GELLIBRAND MARLMDM

RL

(m)

-34

-35

-36

-37

-38

-39

-40

-41


ASPEN-BH01

GEOTABTF10294AA

20 Feb 2017

22 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

41.0

42.0

43.0

44.0

45.0

46.0

47.0

position: E: 333471; N: 5789390 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SPT3, 4, 4N*=8

SPT2, 4, 4N*=8

SPT3, 8, 10N*=18

SPT3, 7, 13N*=20

SPT5, 13, 18N*=31

E

E

E

E

E

06-0

3-17

HA

AD

/VW


FILL: Sandy GRAVEL: fine to coarse grained,orange-brown.

FILL: SAND: fine to coarse grained, dark grey,black, with some fines.

SAND: fine to medium grained, dark grey, grey.

becoming pale grey

becoming pale brown

becoming fine to coarse grained, brown, trace offines

becoming grey, pale grey, trace of fine grainedquartz gravel

FILL

QUATERNARY SANDS

VD

L - MD

MD

D

VD

M

W

RL

(m)

6

5

4

3

2

1

0

-1


ASPEN-BH02

GEOTABTF10294AA

02 Mar 2017

08 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






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

position: E: 333586; N: 5789170 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

CH

SP

CH

SPT13, 23,

5/20mmHB

N*=R

SPT6, 12, 17N*=29

SPT18,

6/30mmHB

N=R

SPT0, 3, 4N*=7

U63

U63

W

SAND: fine to medium grained, dark grey, grey.(continued)

Sandy CLAY: high plasticity, dark grey, fine tocoarse grained sand, grading to clayey sand,sulfuric odour.

SAND: fine to medium grained, brown, darkbrown, with some fines.

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

becoming grey, mottled dark grey

QUATERNARY SANDS

HP 100 kPa


VD

F - St

D

VD

F - St

VSt

W

M

RL

(m)

-2

-3

-4

-5

-6

-7

-8

-9


ASPEN-BH02

GEOTABTF10294AA

02 Mar 2017

08 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

position: E: 333586; N: 5789170 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

CH

SC

SPT3, 6, 7N*=13

SPT2, 2, 3N*=5

SPT1, 3, 7N*=10

SPT6, 5, 5N*=10

U63

W

Sandy CLAY: high plasticity, grey, mottledorange-brown, fine to medium grained sand.(continued)

CLAYEY SAND: fine grained, pale grey, mottledgreen-brown, low plasticity.

becoming mottled green-brown and pale grey

becoming mottled orange-brown and pale grey


HP 200 - 300 kPa

VSt

MD

L

MD

M

RL

(m)

-10

-11

-12

-13

-14

-15

-16

-17


ASPEN-BH02

GEOTABTF10294AA

02 Mar 2017

08 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

17.0

18.0

19.0

20.0

21.0

22.0

23.0

position: E: 333586; N: 5789170 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

ML

SC

SM

SPT2, 5/70mm

HBN*=R

SPT16,

5/50mmHB

N*=R

SPT7, 8, 9N*=17

SPT5, 12, 15N*=27

U63

W

Sandy SILT: medium liquid limit, pale brown, fineto coarse grained sand.

CLAYEY SAND: fine to coarse grained, brown,low plasticity, with some pockets of fine to mediumgrained gravel.

becoming fine grained, dark green-grey

SILTY SAND: fine grained, green-grey, with somepockets of sandy clay and fine grained gravel, traceof shell fragments.


HP >600 kPa

GELLIBRAND MARL

VSt - H

VD

MD

M

RL

(m)

-18

-19

-20

-21

-22

-23

-24

-25


ASPEN-BH02

GEOTABTF10294AA

02 Mar 2017

08 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

25.0

26.0

27.0

28.0

29.0

30.0

31.0

position: E: 333586; N: 5789170 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

>>

SM

SPT11, 12, 14

N*=26

SPT5, 5, 6N*=11

SPT8, 11, 17N*=28

SPT8, 9, 16N*=25

SPT11, 13, 20

N*=33

W

SILTY SAND: fine to coarse grained, green-grey,mottled yellow-brown, low plasticity.

becoming grey, mottled yellow-brown, with somepockets of sandy clay, medium plasticity

trace of shell fragments

GELLIBRAND MARLMDM

RL

(m)

-26

-27

-28

-29

-30

-31

-32

-33


ASPEN-BH02

GEOTABTF10294AA

02 Mar 2017

08 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

33.0

34.0

35.0

36.0

37.0

38.0

39.0

position: E: 333586; N: 5789170 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SMSPT10, 12, 17

N*=29

W

Borehole ASPEN-BH02 terminated at 40.25 mTarget depthStandpipe installationBackfill details0.0m-9.5m: grout9.5m-10.5m: bentonite10.5m-14.0m: sand14.0-40.25m: grout


GELLIBRAND MARLMDM

RL

(m)

-34

-35

-36

-37

-38

-39

-40

-41


ASPEN-BH02

GEOTABTF10294AA

02 Mar 2017

08 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

41.0

42.0

43.0

44.0

45.0

46.0

47.0

position: E: 333586; N: 5789170 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SPT2, 4, 5N*=9

SPT2, 4, 5N*=9

SPT4, 9, 9N*=18

SPT4, 8, 12N*=20

SPT9, 10, 6N*=16

E

E

E

E

06-0

2-17

ND

DA

D/V

W

NC


FILL: Sandy GRAVEL: medium to coarse grained,sub-angular to angular, grey.

FILL: CLAYEY SAND: medium to coarse grained,grey, mottled orange.

SAND: fine to coarse grained, grey, dark grey.

becoming pale grey, pale brown

becoming pale brown, mottled dark brown

becoming dark brown, trace of fines

becoming brown, grey, fine to medium grained

FILL

QUATERNARY SANDS

VD

MD

L - MD

MD

D

MD

D

M

W

M

RL

(m)

6

5

4

3

2

1

0

-1


CHEL-BH01

GEOTABTF10294AA

06 Feb 2017

08 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:





Station Street, Chelsea

Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






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

position: E: 334777; N: 5786594 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SP

SP

CL

CI-CH

SPT7, 9, 9N*=18

SPT10, 17, 18

N*=35

SPT15, 16, 13

N*=29

SPT15, 27,

5/25mmHB

N*=R

U63

W C

SAND: fine to coarse grained, grey, dark grey.(continued)becoming grey, mottled black

becoming grey, trace of shell fragments

SAND: fine to coarse grained, grey, trace of finegrained gravel.

SAND: fine to medium grained, pale grey, trace offines.

Sandy CLAY: low plasticity, grey, fine to coarsegrained sand, trace of sand pockets.

CLAY: medium to high plasticity, dark grey, withsome sand, with some pockets of sandy clay.

QUATERNARY SANDS


HP 300 - 375 kPa

MD

D

D - VD

VSt

F

M

RL

(m)

-2

-3

-4

-5

-6

-7

-8

-9


CHEL-BH01

GEOTABTF10294AA

06 Feb 2017

08 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

position: E: 334777; N: 5786594 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

CI-CH

SP

SP

CH

CI-CH

SP

SC

SPT2, 1, 3N*=4

SPT10/60mm

HBN=R

SPT13/80mm

HBN=R

SPT5, 5, 7N*=12

SPT4, 6, 6N*=12

SPT6/10mm

HBN=R

U63

W C

CLAY: medium to high plasticity, dark grey, withsome sand, with some pockets of sandy clay.(continued)becoming pale grey, with some pockets of green,low plasticity fines

SAND: medium to coarse grained, grey, with somefines.

SAND: medium to coarse grained, grey, with somefines.

CLAY: high plasticity, grey, trace of fine to mediumgrained sand.

becoming grey, mottled orange-brown, trace of fineto medium grained cemented sand gravels

becoming orange-brown, mottled brown, with somepockets of coarse grained sand

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

SAND: medium to coarse grained, brown, trace ofshell fragments.

layer of iron cemented sand


HP 150 - 250 kPa

inferred clay band, 300mm thick

F

St

VD

St - VSt

VD

M

RL

(m)

-10

-11

-12

-13

-14

-15

-16

-17


CHEL-BH01

GEOTABTF10294AA

06 Feb 2017

08 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

17.0

18.0

19.0

20.0

21.0

22.0

23.0

position: E: 334777; N: 5786594 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

SM

SPT9, 15, 22N*=37

SPT7, 18, 20N*=38

SPT11, 18, 16

N*=34

U63

U63

W C

CLAYEY SAND: fine to medium grained, palegrey, pale red, brown, low plasticity, with somecemented sand recovered as medium to coarsegrained gravel. (continued)

becoming pale green-brown, mottled pale red, traceof fine grained gravel

becoming pale green-brown, bands of pale grey,mottled pale red

SILTY SAND: fine to coarse grained, green-grey,low plasticity, with some pockets of fine to mediumgrained gravel & high plasticity clay.


No recovery in U63

GELLIBRAND MARL

DM

RL

(m)

-18

-19

-20

-21

-22

-23

-24

-25


CHEL-BH01

GEOTABTF10294AA

06 Feb 2017

08 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

25.0

26.0

27.0

28.0

29.0

30.0

31.0

position: E: 334777; N: 5786594 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SM

SC

SM

SPT8, 10,

15/70mmHB

N*=R

SPT7, 11, 3N*=14

SPT4, 6, 26N*=32

SPT3, 3, 7N*=10

U63

WW

CN

SILTY SAND: fine to coarse grained, green-grey,low plasticity, with some pockets of fine to mediumgrained gravel & high plasticity clay. (continued)

CLAYEY SAND: fine to coarse grained, grey, lowplasticity, with some pockets of fine to mediumgrained gravel.

becoming green-grey trace of clay bands, <20mmthick

SILTY SAND: fine to coarse grained, green-grey,medium plasticity.

GELLIBRAND MARLD

MD

D

MD

M

RL

(m)

-26

-27

-28

-29

-30

-31

-32

-33


CHEL-BH01

GEOTABTF10294AA

06 Feb 2017

08 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

33.0

34.0

35.0

36.0

37.0

38.0

39.0

position: E: 334777; N: 5786594 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SM

SPT10, 12, 18

N*=30

W N

SILTY SAND: fine to coarse grained, green-grey,medium plasticity. (continued)

becoming green-grey, mottled green-brown

Borehole CHEL-BH01 terminated at 40.75 mTarget depthStandpipe installationBackfill details0.0m-9.5m: grout9.5m-10.5m: bentonite10.5m-14.0m: sand14.0-40.75m: grout


GELLIBRAND MARLMDM

RL

(m)

-34

-35

-36

-37

-38

-39

-40

-41


CHEL-BH01

GEOTABTF10294AA

06 Feb 2017

08 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

41.0

42.0

43.0

44.0

45.0

46.0

47.0

position: E: 334777; N: 5786594 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SPT2, 4, 5N*=9

SPT1, 4, 5N*=9

SPT12, 12, 5N*=17

EE

E

E

ND

DA

D/V

W

N

FILL: SILTY SAND: fine to coarse grained, darkbrown.

SAND: fine to medium grained, brown, grey.

FILL

QUATERNARY SANDS

L

MD

D

D

M

W

RL

(m)

6

5

4

3

2

1

0

-1


CHEL-BH02

GEOTABTF10294AA

16 Mar 2017

20 Mar 2017

SS/LW

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






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

position: E: 334685; N: 5786811 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

CL

SP

CI

CH

SPT7, 12, 9N*=21

SPT5, 4, 6N*=10

SPT2, 3, 5N*=8

SPT17, 32, 36

N*=68

SPT3, 3, 4N*=7

U63

U63

W N

SAND: fine to medium grained, brown, grey.(continued)

becoming grey-brown

Sandy CLAY: low plasticity, grey-green, finegrained sand.

SAND: fine to medium grained, yellow-brown.

Sandy CLAY: medium plasticity, grey, fine grainedsand.

CLAY: high plasticity, grey-green.

QUATERNARY SANDS


HP 150 - 200 kPa

D

MD

F

VD

St

W

RL

(m)

-2

-3

-4

-5

-6

-7

-8

-9


CHEL-BH02

GEOTABTF10294AA

16 Mar 2017

20 Mar 2017

SS/LW

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

position: E: 334685; N: 5786811 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

CH

SP

SC

SPT2, 5, 5N*=10

SPT10,

9/20mmHB

N*=R

SPT10, 7, 40N*=47

SPT0, 0, 0N*=0

U63

U63

W N

CLAY: high plasticity, grey-green. (continued)

SAND: fine to medium grained, pale brown.

cemented sand band, 200mm

CLAYEY SAND: fine to coarse grained, pale grey,mottled orange-brown, medium plasticity.


HP 150 - 200 kPa

SPT sank 370mm under self weight

St - VSt

VD

L

W

RL

(m)

-10

-11

-12

-13

-14

-15

-16

-17


CHEL-BH02

GEOTABTF10294AA

16 Mar 2017

20 Mar 2017

SS/LW

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

17.0

18.0

19.0

20.0

21.0

22.0

23.0

position: E: 334685; N: 5786811 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

SC

SM

SPT0, 0, 0N*=0

SPT4, 9, 11N*=20

SPT7,

18/110mmHB

N*=R

SPT3, 5, 5N*=10

SPT4, 2, 4N*=6

SPT4, 0, 2N*=2

W N

CLAYEY SAND: fine to coarse grained, pale grey,mottled orange-brown, medium plasticity.(continued)band of fragmented cemented sands

CLAYEY SAND: fine to medium grained, palegrey, with some brown, low plasticity.

becoming fine grained, orange-brown

gravel band, fine to coarse grained

SILTY SAND: fine to medium grained, grey,green, low plasticity.

with some cemented sand nodules


SPT sank 500mm under selfweight, possibly disturbed duringdrilling

SPT refusal on gravel band

GELLIBRAND MARL

L

VL

MD

L

W

RL

(m)

-18

-19

-20

-21

-22

-23

-24

-25


CHEL-BH02

GEOTABTF10294AA

16 Mar 2017

20 Mar 2017

SS/LW

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

25.0

26.0

27.0

28.0

29.0

30.0

31.0

position: E: 334685; N: 5786811 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SM

SC

SM

SPT8, 6, 12N*=18

SPT9, 6, 6N*=12

SPT0, 0, 4N*=4

SPT8, 9, 22N*=31

SPT8, 8, 10

U63

W N

SILTY SAND: fine to medium grained, grey,green, low plasticity. (continued)

with some medium grained gravel

CLAYEY SAND: dark green-grey, mediumplasticity, trace of fine grained gravel & shellfragments.

with some cemented sand nodules

SILTY SAND: fine to medium grained, dark green,grey, green-brown, low plasticity, trace of shellfragments and bands of cemented sand.

GELLIBRAND MARLMD

L

MD

W

M

M - W

RL

(m)

-26

-27

-28

-29

-30

-31

-32

-33


CHEL-BH02

GEOTABTF10294AA

16 Mar 2017

20 Mar 2017

SS/LW

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

33.0

34.0

35.0

36.0

37.0

38.0

39.0

position: E: 334685; N: 5786811 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

N*=18W N


Standpipe details0.0m-8.0m: unslotted 50mm PVC, Class 188.0m-11.0m: machine slotted, 50mm PVC, Class 18End caps and flush mounted gatic cover

RL

(m)

-34

-35

-36

-37

-38

-39

-40

-41


CHEL-BH02

GEOTABTF10294AA

16 Mar 2017

20 Mar 2017

SS/LW

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

41.0

42.0

43.0

44.0

45.0

46.0

47.0

position: E: 334685; N: 5786811 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SP

SPT1, 2, 3N*=5

SPT2, 4, 6N*=10

SPT5, 11, 8N*=19

SPT3, 6, 9N*=15

SPT4, 4, 12N*=16

E

E

E

E

E

ND

DA

D/V

W

NC

FILL: SAND: fine to coarse grained, dark brown,with some fines, trace of concrete, trace of rootlets.

SAND: fine to coarse grained, pale grey, grey.

becoming pale brown, pale grey

becoming fine to medium grained, brown, mottledorange-brown

becoming dark brown, trace of fines

SAND: fine to coarse grained, grey, with somepockets of clayey sand.

FILL

QUATERNARY SANDS

MD

L

MD

D

MD

M

W

RL

(m)

6

5

4

3

2

1

0

-1


CHEL-BH03

GEOTABTF10294AA

10 Mar 2017

15 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






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

position: E: 334538; N: 5787182 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SC

SP

SC

SPT7, 9, 4N*=13

SPT3, 2, 5N*=7

SPT1, 1, 3N*=4

SPT20/120mm

HBN*=R

SPT11, 21, 26

N*=47

W C

SAND: fine to coarse grained, grey, with somepockets of clayey sand. (continued)

becoming fine to medium grained

CLAYEY SAND: fine to medium grained, grey, lowplasticity.

SAND: fine to coarse grained, grey, with somefines.

CLAYEY SAND: fine to coarse grained, grey.

QUATERNARY SANDS


MD

L

VD

MD

W

M

RL

(m)

-2

-3

-4

-5

-6

-7

-8

-9


CHEL-BH03

GEOTABTF10294AA

10 Mar 2017

15 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

position: E: 334538; N: 5787182 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

SP

CH

SC

SC

SPT2, 5, 9N*=14

SPT16, 24, 25

N*=49

SPT5, 19, 15N*=34

SPT4, 5, 14N*=19

SPT10, 12, 11

N*=23

U63

W C

CLAYEY SAND: fine to coarse grained, grey.(continued)

SAND: fine to medium grained, brown-grey, withsome fines.

with some pockets of grey, high plasticity clay

CLAY: high plasticity, grey, mottled brown.

trace of sand

CLAYEY SAND: medium to coarse grained,orange-brown.

CLAYEY SAND: fine to medium grained, palegrey, orange-brown, bands of red, low plasticity.


HP 350 - 400 kPa

MD

VD

D

VSt

MD

M

RL

(m)

-10

-11

-12

-13

-14

-15

-16

-17


CHEL-BH03

GEOTABTF10294AA

10 Mar 2017

15 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

17.0

18.0

19.0

20.0

21.0

22.0

23.0

position: E: 334538; N: 5787182 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

SM

SPT0, 1, 1N*=2

SPT2, 0, 1N*=1

SPT0, 0, 4N*=4

SPT0, 0, 0N*=0

U63

U63

W C

CLAYEY SAND: fine to medium grained, palegrey, orange-brown, bands of red, low plasticity.(continued)

becoming mottled red, mottled orange-brown

SILTY SAND: fine to coarse grained, darkgreen-grey, medium plasticity, grading to clayeysand in parts.

becoming dark grey, dark green-grey

becoming fine grained, dark grey, black

becoming dark green-brown


no recovery in U63

GELLIBRAND MARL

MD

L

VL - L

M

RL

(m)

-18

-19

-20

-21

-22

-23

-24

-25


CHEL-BH03

GEOTABTF10294AA

10 Mar 2017

15 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

25.0

26.0

27.0

28.0

29.0

30.0

31.0

position: E: 334538; N: 5787182 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SM

SC

SPT0, 0, 3N*=3

SPT12, 7, 1N*=8

SPT1, 3, 6N*=9

SPT0, 0, 3N*=3

U63

U63

W C

SILTY SAND: fine to coarse grained, darkgreen-grey, medium plasticity, grading to clayeysand in parts. (continued)

with some pockets of fine to coarse grained gravel

becoming green-grey

with some pockets of clayey sand

CLAYEY SAND: fine to medium grained, darkgreen-grey, medium plasticity.

becoming dark green-grey

with some pockets of gravel

GELLIBRAND MARL

no recovery in U63

no recovery in U63

VL - L

L

M

RL

(m)

-26

-27

-28

-29

-30

-31

-32

-33


CHEL-BH03

GEOTABTF10294AA

10 Mar 2017

15 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

33.0

34.0

35.0

36.0

37.0

38.0

39.0

position: E: 334538; N: 5787182 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SCU63

W C

CLAYEY SAND: fine to medium grained, darkgreen-grey, medium plasticity. (continued)



GELLIBRAND MARLLM

RL

(m)

-34

-35

-36

-37

-38

-39

-40

-41


CHEL-BH03

GEOTABTF10294AA

10 Mar 2017

15 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

41.0

42.0

43.0

44.0

45.0

46.0

47.0

position: E: 334538; N: 5787182 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SP

SP

SPT2, 3, 5N*=8

SPT2, 8, 10N*=18

SPT12, 25, 30

N*=55

SPT15,

30/140mmHB

N*=R

E

E

E

E

E

ND

DA

D/V

W

NC


FILL: Sandy GRAVEL: fine to coarse grained,angular, grey, brown, fine grained sand.

SAND: fine to medium grained, grey, pale grey,pale brown-grey.

becoming fine to coarse grained, brown, pale brown

becoming brown, trace of shell fragments

SAND: fine grained, pale grey, trace of fines, traceof shell fragments.

SAND: fine to medium grained, pale grey, mottledpale brown, trace of fines, trace of shell fragments.

FILL

QUATERNARY SANDS

D

MD

D

VD

D

D - M

M - W

W

RL

(m)

5

4

3

2

1

0

-1

-2


CHEL-BH04

GEOTABTF10294AA

09 Feb 2017

14 Feb 2017

AO/BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






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

position: E: 334853; N: 5786206 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SP

SC

CH

ML

SM

SP

CH

SPT13, 22, 19

N*=41

SPT0, 0, 1N*=1

SPT10, 8, 9N*=17

SPT13/100mm

HBN*=R

SPT6, 7, 8N*=15

U63

W C

SAND: fine to medium grained, pale grey, mottledpale brown, trace of fines, trace of shell fragments.(continued)

CLAYEY SAND: fine to medium grained, darkgrey, high plasticity, trace of shell fragments.

CLAY: high plasticity, dark grey, black, trace ofshell fragments.

Clayey SILT: low liquid limit, dark grey, black, withsome fine grained sand, trace of shell fragments.

SILTY SAND: fine to medium grained, grey, traceof fine to coarse grained, sub-angular gravel.

SAND: fine to coarse grained, sub-rounded tosub-angular, pale grey.

CLAY: high plasticity, pale grey, with some coarsegrained sand.

becoming grey, mottled orange

QUATERNARY SANDS

HP 40 kPaHP 50 kPa


VD

VL

S - F

MD

VD

VSt

W

M - W

M

RL

(m)

-3

-4

-5

-6

-7

-8

-9

-10


CHEL-BH04

GEOTABTF10294AA

09 Feb 2017

14 Feb 2017

AO/BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

9.0

10.0

11.0

12.0

13.0

14.0

15.0

position: E: 334853; N: 5786206 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

CH

SP

CH

SC

SPT9, 18, 22N*=40

SPT4, 6, 11N*=17

SPT0, 3, 3N*=6

SPT0, 5, 5N*=10

SPT14, 12,

10/115mmHB

N*=R

SPT7, 16, 13N*=29

W C

SAND: fine to medium grained, grey, pale grey,with some fines.

CLAY: high plasticity, grey, mottled orange, withsome pockets of coarse grained sand.

becoming grey, medium to high plasticity, trace ofcoarse grained sand

becoming grey, mottled orange

CLAYEY SAND: fine grained, pale grey, mottledbrown, low, with some pockets of fine to mediumgrained gravel.

becoming medium plasticity

becoming green-brownbecoming yellow-brown


SPT refusal on coarse grainedgravel

VSt

D

VSt

St

St - VSt

D

MD

M

RL

(m)

-11

-12

-13

-14

-15

-16

-17

-18


CHEL-BH04

GEOTABTF10294AA

09 Feb 2017

14 Feb 2017

AO/BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

17.0

18.0

19.0

20.0

21.0

22.0

23.0

position: E: 334853; N: 5786206 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SC

SC

SPT0, 10,

15/70mmHB

N*=R

SPT5/10mm

HBN*=R

SPT10,

15/130mmHB

N*=R

SPT6, 6, 3N*=9

SPT2, 6, 5N*=11

W C

CLAYEY SAND: fine grained, pale grey, mottledbrown, low, with some pockets of fine to mediumgrained gravel. (continued)

with some bands of cemented sand, up to 300mmthick, recovered as fine to coarse grained gravel

becoming mottled brown, mottled red, with somecemented sand, recovered as fine to mediumgrained gravel

CLAYEY SAND: fine to medium grained, grey,green-grey, pale grey, low plasticity, trace of finegrained gravel.

becoming green-brown, brown


GELLIBRAND MARL

VD

L

M

RL

(m)

-19

-20

-21

-22

-23

-24

-25

-26


CHEL-BH04

GEOTABTF10294AA

09 Feb 2017

14 Feb 2017

AO/BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

25.0

26.0

27.0

28.0

29.0

30.0

31.0

position: E: 334853; N: 5786206 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SM

SPT6, 6, 4N*=10

SPT5,

11/135mmHB

N*=R

SPT11/135mm

HBN*=R

U63

U63

WW

CN

SILTY SAND: fine to coarse grained, dark grey,low plasticity.

becoming medium plasticity

trace of fine grained

becoming green-grey, mottled green-brown, withsome pockets of coarse grained sand

GELLIBRAND MARLL

VD

M

RL

(m)

-27

-28

-29

-30

-31

-32

-33

-34


CHEL-BH04

GEOTABTF10294AA

09 Feb 2017

14 Feb 2017

AO/BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

33.0

34.0

35.0

36.0

37.0

38.0

39.0

position: E: 334853; N: 5786206 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

SM

SPT1, 7, 20N*=27

W N

SILTY SAND: fine to coarse grained, dark grey,low plasticity. (continued)



GELLIBRAND MARLVDM

RL

(m)

-35

-36

-37

-38

-39

-40

-41

-42


CHEL-BH04

GEOTABTF10294AA

09 Feb 2017

14 Feb 2017

AO/BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:






Borehole ID.

grap

hic

log

clas

sific

atio

nsy

mbo

l


wat

er


N nil



water

water outflow

water inflow

penetration



method

1 2 3HANDD


ADASHAW


*e.g.BTV






met

hod

&su

ppor



1 2 3pe

netr

atio

n

dept

h (m

)

41.0

42.0

43.0

44.0

45.0

46.0

47.0

position: E: 334853; N: 5786206 (MGA94 )






cons

iste

ncy

/re

lativ

e de

nsi

ty

moi

stur

eco

nditi

on

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

U L

og C

OF

BO

RE

HO

LE: N

ON

CO

RE

D G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

5-07

-201

7 14

:40

moistureDMWWpWl


(kPa)

100

200

300

400

handpenetro-

meter

ND

DA

D/V

W

HW

cas

ing

N

FILL

QUATERNARY SANDS


Grout

Bentonite

Gravel

10.00 m

13.00 m

method & support

water

RL

(m)

6

4

2

0

-2

-4

-6

-8

dept

h (m

)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

material substance


(lugeons) for depth

interval shown

25


no core recovered




water inflow



met

hod

&su

ppor

t

wat

er

grap

hic

log material name

position: E: 333471; N: 5789390 (MGA94 )

equipment type: Xplora 50, Truck mounted





ASPEN-BH011 of 1

GEOTABTF10294AA

20 Feb 2017

22 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:





Hole ID.




drilling company: EARTHCORE



ID

ASPEN-BH01 standpipe piezo.

stickup(m)

tip depth(m)

13.00 m


-6.44


type water level(m)

installationdate

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

PIE

ZO

ME

TE

R O

NE

PA

GE

SU

MM

AR

Y G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

9/06

/201

7 19

:12

AS

PE

N-B

H01

HA

AD

/VW

06/0

3/17

FILL

QUATERNARY SANDS


Grout

Bentonite

Gravel

11.00 m

14.00 m

method & support

water

RL

(m)

6

4

2

0

-2

-4

-6

-8

dept

h (m

)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

material substance


(lugeons) for depth

interval shown

25


no core recovered




water inflow



met

hod

&su

ppor

t

wat

er

grap

hic

log material name

position: E: 333586; N: 5789170 (MGA94 )






ASPEN-BH021 of 1

GEOTABTF10294AA

02 Mar 2017

08 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:





Hole ID.







ID

ASPEN-BH02 standpipe piezo. 0.00 m

stickup(m)

tip depth(m)

14.00 m


-7.28


6.72

type water level(m)

installationdate

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

PIE

ZO

ME

TE

R O

NE

PA

GE

SU

MM

AR

Y G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

9/06

/201

7 19

:12

AS

PE

N-B

H02

ND

DA

D/V

W

NC

06/0

2/17

FILL

QUATERNARY SANDS


Grout

Bentonite

Gravel

11.00 m

14.00 m

method & support

water

RL

(m)

6

4

2

0

-2

-4

-6

-8

dept

h (m

)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

material substance


(lugeons) for depth

interval shown

25


no core recovered




water inflow



met

hod

&su

ppor

t

wat

er

grap

hic

log material name

position: E: 334777; N: 5786594 (MGA94 )






CHEL-BH011 of 1

GEOTABTF10294AA

06 Feb 2017

08 Feb 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:





Hole ID.







ID

CHEL-BH01 standpipe piezo. 0.00 m

stickup(m)

tip depth(m)

14.00 m


-7.37


6.63

type water level(m)

installationdate

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

PIE

ZO

ME

TE

R O

NE

PA

GE

SU

MM

AR

Y G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

9/06

/201

7 19

:12

CH

EL-

BH

01

ND

DA

D/V

W

N

FILL

QUATERNARY SANDS


Grout

Bentonite

Sand

8.00 m

11.00 m

method & support

water

RL

(m)

6

4

2

0

-2

-4

-6

-8

dept

h (m

)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

material substance


(lugeons) for depth

interval shown

25


no core recovered




water inflow



met

hod

&su

ppor

t

wat

er

grap

hic

log material name

position: E: 334685; N: 5786811 (MGA94 )






CHEL-BH021 of 1

GEOTABTF10294AA

16 Mar 2017

20 Mar 2017

SS/LW

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:





Hole ID.







ID


stickup(m)

tip depth(m)

11.00 m


-4.42


6.58

type water level(m)

installationdate

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

PIE

ZO

ME

TE

R O

NE

PA

GE

SU

MM

AR

Y G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

9/06

/201

7 19

:12

CH

EL-

BH

02

ND

DA

D/V

W

NC

FILL

QUATERNARY SANDS


Grout

Bentonite

Sand

7.00 m

10.00 m

method & support

water

RL

(m)

6

4

2

0

-2

-4

-6

-8

dept

h (m

)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

material substance


(lugeons) for depth

interval shown

25


no core recovered




water inflow



met

hod

&su

ppor

t

wat

er

grap

hic

log material name

position: E: 334538; N: 5787182 (MGA94 )






CHEL-BH031 of 1

GEOTABTF10294AA

10 Mar 2017

15 Mar 2017

BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:





Hole ID.







ID


stickup(m)

tip depth(m)

10.00 m


-3.58


6.42

type water level(m)

installationdate

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

PIE

ZO

ME

TE

R O

NE

PA

GE

SU

MM

AR

Y G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

9/06

/201

7 19

:12

CH

EL-

BH

03

ND

DA

D/V

W

NC

FILL

QUATERNARY SANDS


Grout

Bentonite

Gravel

5.00 m

8.00 m

method & support

water

RL

(m)

4

2

0

-2

-4

-6

-8

-10

dept

h (m

)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

material substance


(lugeons) for depth

interval shown

25


no core recovered




water inflow



met

hod

&su

ppor

t

wat

er

grap

hic

log material name

position: E: 334853; N: 5786206 (MGA94 )






CHEL-BH041 of 1

GEOTABTF10294AA

09 Feb 2017

14 Feb 2017

AO/BP

KJ

sheet:

project no.

date started:

date completed:

logged by:

checked by:

client:

principal:

location:





Hole ID.







ID


stickup(m)

tip depth(m)

8.00 m


-2.20


5.80

type water level(m)

installationdate

CD

F_0

_9_0

6_L

IBR

AR

Y.G

LB r

ev:A

S L

og C

OF

PIE

ZO

ME

TE

R O

NE

PA

GE

SU

MM

AR

Y G

EO

TA

BT

F10

294A

A C

HE

LSP

EN

.GP

J <

<D

raw

ingF

ile>

> 0

9/06

/201

7 19

:12

CH

EL-

BH

04

Appendix B – Groundwater monitoring bore network - Level Crossing Removal Project · 2018. 3....

Documents

Transcript of Appendix B – Groundwater monitoring bore network - Level Crossing Removal Project · 2018. 3....