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GHD | Report for Bluestone Mines Tasmania JV Pty Ltd - D Dam, 32/17073

Appendices

34 | GHD | Report for Bluestone Mines Tasmania JV Pty Ltd - D Dam, 32/17073

Appendix A – Site Plan

2 Salamanca Square Hobart TAS 7000 Australia T 61 3 6210 0600 F 61 3 6210 0601 E [email protected] W www.ghd.com

LAKEPIEMAN

RINGRIVER

120

160

160140

140

170

160

180

120

160

120

170

140

140 160

100

120

140

160190

180

120

160

100

140

150

100

120

170

140

190180

160

110

D-Dam Borrow

North Pieman Ridge Borrow

East Pieman Ridge Borrow

D-Dam Borrow

West Pieman Ridge Borrow

South C-Dam Borrow

Historic C-Dam BorrowHistoric A-Dam Borrow

Historic B-Dam Borrow

West D-Dam Borrow

South A-Dam Borrow

C-Dam Borrow

South B-Dam Borrow

East D-Dam Borrow

"C" Dam

"B" Dam"A" Dam

369,000

369,000

369,500

369,500

370,000

370,000

370,500

370,500

371,000

371,000

371,500

371,500

372,000

372,000

5,372,

500

5,372,

500

5,373,

000

5,373,

000

5,373,

500

5,373,

500

5,374,

000

5,374,

000

5,374,

500

5,374,

500

G:\32\17073\GIS\Maps\Working\3217073_02_GeotechSitePlan_Rev0.mxd© 2014. Whilst every care has been taken to prepare this map, GHD makes no representations or warranties about its accuracy, reliability, completeness or suitability for any particular purpose and cannot accept liability and responsibility of any kind (whether in contract, tort or otherwise) for any expenses, losses, damages and/or costs (including indirect or consequential damage) which are or may be incurred by any party as a result of the map being inaccurate, incomplete or unsuitable in any way and for any reason.

0 80 160 240 32040

MetresMap Projection: Transverse Mercator

Horizontal Datum: GDA 1994Grid: GDA 1994 MGA Zone 55

Bluestone Mines Tasmania Pty LtdRenision Bell, Tailing Storage Facility

D-Dam Geotechnical InvestigationsAppendix A

Job NumberRevision 0

32-17073

25 Feb 2014

Site Plano Date

Data source: Bluestone Mines Tasmania aerial photograph 2008, GHD dam design and contours 2012, GHD geotech locations 2013, 2014. Created by: jpulford, updated by jspencer

Paper Size A3 LEGENDExtent of Ultimate EmbankmentExisting DamPotential Borrow Area

Existing Borrow AreaRehabilitated Borrow AreaContours (10 m interval)

GHD | Report for Bluestone Mines Tasmania JV Pty Ltd - D Dam, 32/17073 | 35

Appendix B – Site Surface Geology


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LAKEPIEMAN

RINGRIVER

120

160

160140

140

170

160

180

120

160

120

170

140

140160

100

120

140

160190

180

120

160

100

140

150

100

120

170

140

190180

160

110

15

9

673

8 10 1311

1314

15

BH 90/4

BH 90/7

BH 90/6BH 90/5

BH 90/8

BH 90/9

BH 90/3

BH 90/1

BH 90/2

BH 90/10

3217073_39

3217073_38

3217073_373217073_36

3217073_35

3217073_34

3217073_33

3217073_32

3217073_30

3217073_28

3217073_26

3217073_25

3217073_24

3217073_233217073_22

3217073_21

3217073_19

3217073_17

3217073_16

3217073_15

3217073_14

3217073_13

3217073_12

3217073_11

3217073_10

3217073_09

3217073_08

3217073_07

3217073_06

3217073_04

3217073_03

3217073_02

3217073_01

3217073_29B

3217073_29A

TTP7

TTP1TTP2

TTP3

TTP5

TTP4

GTP9

GTP8

GTP6GTP5

GTP4 GTP3

GTP2GTP1

GTP12GTP11

GTP10

TP8TP7

Ex1

TP6TP5

TP4TP3 TP2

TP1

TP11

TP31

TP35

TP37

TP38

TP34

TP32TP33

TP 89/25

TP 89/28

TP 89/30

TP 89/36TP 89/34

TP 89/33

TP 89/31

TP 89/32

TP 89/27TP 89/29

TP 89/26 TP 89/23TP 89/24

TP 89/22

TP 89/21

TP 89/20

TP 89/44TP 89/45

TP 89/47

TP 89/42TP 89/54

TP 89/53TP 89/52TP 89/51

TP 89/50

TP 89/16

TP 89/14

TP 89/1546

48 49

47

8887828483

8586

75

7681

80

777879

"C" Dam

"B" Dam"A" Dam

369,000

369,000

369,500

369,500

370,000

370,000

370,500

370,500

371,000

371,000

5,373,

500

5,373,

500

5,374,

000

5,374,

000

5,374,

500

5,374,

500

N:\AU\Hobart\Projects\32\17073\GIS\Maps\Working\3217073_01_Geology_Rev0.mxd© 2014. Whilst every care has been taken to prepare this map, GHD (and MRT) make no representations or warranties about its accuracy, reliability, completeness or suitability for any particular purpose and cannot accept liability and responsibility of any kind (whether in contract, tort or otherwise) for any expenses, losses, damages and/or costs (including indirect or consequential damage) which are or may be incurred by any party as a result of the map being inaccurate, incomplete or unsuitable in any way and for any reason.

0 50 100 150 20025




D-Dam Geotechnical InvestigationsAppendix B-1


32-17073

25 Feb 2014

Site Surface Geologyo Date

Data source: Bluestone Mines Tasmania aerial photograph 2008, Mineral Resources Tasmania 1:25,000 geology 2009, GHD dam design and contours 2012, GHD geotech locations 2013. Created by: jpulford

Paper Size A3LEGENDED GHD Test Pit Locations (Dec 2013)&< GHD Borehole Locations (Dec 2013)!( GHD Test Pit Locations (Apr 2012)!( GHD Test Pit Locations (Feb 2012)!( GHD Test Pit Locations (Oct 2009)!( T+B Test Pit Locations (c1991)

!( Investigations by Coffey (Feb 1990)!( Investigations by Coffey (Mar 1989)!. Boreholes by Coffey (Jul 1986)!. Investigations by Coffey (Jan 1982)

Extent of Ultimate EmbankmentExisting DamInvestigated Clay Borrow AreaContours (10 m interval)

LEGENDGeology 1:25,000Quaternary

Qha Stream alluvium, swamp and marsh deposits

( ( (

( ( (( ( (

( ( ( Qpgl Fluvioglacial and lacustrine depositsNeoproterozoic

! ! ! ! !

! ! ! ! !

! ! ! ! !

! ! ! !

! ! ! !

! ! ! !

Ldv Dominantly mafic volcaniclastic lithicwacke and siltstone and carbonate beds (Crimson Ck Fm)


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160140

160

180

170 120160190

180

140

170

190180

3217073_39

3217073_34

3217073_07

3217073_06TTP7

TTP1TTP2

TTP3

TTP5

TTP4

GTP9

GTP8

GTP6GTP5

GTP4 GTP3

GTP2GTP1

GTP12GTP11

TP6TP5

TP4TP3 TP2

TP1

TP19

TP18

TP20TP17

TP21TP22TP24

TP23TP25

TP26TP27TP28

TP51

TP49

TP50

TP47TP48

TP46 TP45

TP30

TP31

TP44TP43

TP39

TP40TP41

TP42

TP37

TP38TP 89/30

TP 89/36TP 89/34

TP 89/33

TP 89/31

TP 89/32TP 89/14 46

"C" Dam

"B" Dam"A" Dam

369,000

369,000

369,500

369,500

370,000

370,000

370,500

370,500

371,000

371,000

5,372,

500

5,372,

500

5,373,

000

5,373,

000

5,373,

500

5,373,

500

N:\AU\Hobart\Projects\32\17073\GIS\Maps\Working\3217073_01_Geology_Rev0.mxd© 2014. Whilst every care has been taken to prepare this map, GHD (and MRT) make no representations or warranties about its accuracy, reliability, completeness or suitability for any particular purpose and cannot accept liability and responsibility of any kind (whether in contract, tort or otherwise) for any expenses, losses, damages and/or costs (including indirect or consequential damage) which are or may be incurred by any party as a result of the map being inaccurate, incomplete or unsuitable in any way and for any reason.

0 50 100 150 20025




D-Dam Geotechnical InvestigationsAppendix B-2


32-17073

25 Feb 2014

Site Surface Geologyo Date

Data source: Bluestone Mines Tasmania aerial photograph 2008, Mineral Resources Tasmania 1:25,000 geology 2009, GHD dam design and contours 2012, GHD geotech locations 2013. Created by: jpulford

Paper Size A3LEGENDED GHD Test Pit Locations (Dec 2013)&< GHD Borehole Locations (Dec 2013)!( GHD Test Pit Locations (Apr 2012)!( GHD Test Pit Locations (Feb 2012)!( GHD Test Pit Locations (Oct 2009)!( T+B Test Pit Locations (c1991)

!( Investigations by Coffey (Feb 1990)!( Investigations by Coffey (Mar 1989)!. Boreholes by Coffey (Jul 1986)!. Investigations by Coffey (Jan 1982)

Extent of Ultimate EmbankmentExisting DamInvestigated Clay Borrow AreaContours (10 m interval)

LEGENDGeology 1:25,000Quaternary

Qha Stream alluvium, swamp and marsh deposits

( ( (

( ( (( ( (

( ( ( Qpgl Fluvioglacial and lacustrine depositsNeoproterozoic

! ! ! ! !

! ! ! ! !

! ! ! ! !

! ! ! !

! ! ! !

! ! ! !

Ldv Dominantly mafic volcaniclastic lithicwacke and siltstone and carbonate beds (Crimson Ck Fm)

36 | GHD | Report for Bluestone Mines Tasmania JV Pty Ltd - D Dam, 32/17073

Appendix C – Borehole Logs

CA

LYX

HQ

3

0.30

1.80

SANDSTONE;Light orangey-brown,fine-medium grained;weathered to sandy CLAY withgravel, medium plasticity.

Interbedded SILTSTONE &SANDSTONE (70:30)Siltstone is light grey-grey;sandstone is orange-brown,fine grained; some ironstaining; thinnly bedded,steeply dipping; recovered asgravel, fine-coarse grained,sub-angular.

1.50m; recovered as irregular,iron stained gravels in clayeymatrix.

SILTSTONE;Grey to light yelllow-grey, ironstained; very thinnlylaminated.

2.50-3.10m; some highlyweathered seams, typicallyalong defects, weathered tosand/gravel.

1 2

3 4

5 6

GN

O

NOTE: Drill pad is cutting. Cutting exposure consistof 500mm of Peat and 300mmlacustrine/fluvioglacial gravels overlying CW-EWSANDSTONE.

0.30-3.10m; Core failed to from barrel. Defectcondition unknown.

1.50-1.80m; FZ, FRAG, CLAY, FE1.50-1.80m; NOTE: Tubes failed to extrude. Defectcondition unknown.

1.80-3.10m; FZ (JTx3 sets) + HB'sset 1 = JT, SUBVT, PLN, RF, FE, OPset 2 = JT, 40d, PLN, RF, FE, OPset 3 = JT, 10d, PLN, RF, FE, OP

EL

M-H

VL-L

H

H

M

CW-EW

MW

MW-SW

MW

Date : 25 Feb 14

3217073

GHD Pty Ltd2 Salamanca Square Hobart TAS 7001, HobartT: 61 3 62100 600 F: 61 3 62100601CLIENTS | PEOPLE | PERFORMANCE

SC

ALE

(m

)

1

2

3

1

2

3

Client :

Project :

Location :M

etho

d

Wat

erInclination\Bearing : 90 \ 000

Contractor :

Bluestone Mines Tasmania (BMT) Joint Venture P/L

D-DAM Geotechnical Investigations

Renison Bell

Processed : VGJSurface RL :

DRILLING

Rig Type : DIAMEC 282

Date Started :

LOCATION No. 3217073_37

Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

16 Dec 13

ROCK TYPE, colour, grain size,

structure

CORE LOG SHEET

Description

MATERIAL

Date Completed : 17 Dec 13

Sam

ples

& T

ests

Run

Checked : PJL

See standard sheets fordetails of abbreviations& basis of descriptions

Job No.

Position :

VDH

370230.0 E, 5373985.0 N MGA94

SHEET 1 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)

Joints, partings, seams, zones and veins

Fracture type, orientation, infilling or coating, shape,

roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

3.55

3.75

3.10m; becomes very thinnlylaminated/heavilymicrofractured; very poorquality rockmass.

CORELOSS 200mm

SILTSTONELight yellow-grey

4.00m; becomes blue-grey,very thinly laminated

4.55-4.80m; light yellow-greyband, steeply dipping

5.20m; light yellow-grey band,possibly some coreloss aroundfractured zone.

5.95m; Clay seam, light

6 7

8 9

10

11

3.10-3.25m; FZ, FE, OP

3.24m; JTx2, 10d, PLN, RF, FE, OP3.25m; JT, 70d, PLN, RF, FE, OP3.30m; JT, 10d, PL-IR, FR, OP3.30-3.40m; HB's3.40m; JT, 10-15d, IR, RF, OP3.40-4.30m; drilling water loss noted3.40-3.55m; FZ3.55-3.75m; some gravels recovered

3.75-3.80m; FZ3.80-3.95m; JT, SUBVT, PLN, 50d, FE, MN, OP3.85m; JT, 70d, PLN, RF, FE, OP

3.94m; JT, 15d, PLN, RF, OP

4.03m; JTx2, 40d, PLN, RF, OP4.08-4.20m; JT, 60d, PLN, RF, FE, OP

4.20m; JT, 25d, PLN, RF, RE, OP4.23m; JT, 25d, PLN, SO, FE, OP

4.33-4.42m; FZ, FRAG, FE, CLAY, OP4.35m; JT, SUBVT, PLN, CL4.40m; JT, 25d, PLN, RF, FE, OP4.47m; JT, 20-50d, ST, RF, FE, OP4.47-4.65m; JT, SUBVT, UN, FE, CL4.50-4.65m; JT, 50-70d, CU, RF, FE, OP

4.65m; JT, 25-40d, ST, RF, OP4.65-4.77m; JT, 70d, PLN, RF, FE, OP4.72m; JT, 30d, PLN, RF, OP

4.80-5.00m; JT, 70d, PLN-UN, RF, OP4.72-4.90m; JTx5, 15d, IR, RF, OP4.90m; JT, 45d, PLN, SO, FE, OP4.90-5.20m; JTx2, 80d, SUBVT, UN, RF, OP

5.10m; JT, 45d, IR, RF, FE, FRAG, OP

5.20m; JT, 20-30d, IR-ST, RF, OP5.20-5.30m; FZ5.30-5.35m; CS, 20d, CLAY, FRAG, FE, 50mm,OP5.35m; JT, 40d, PLN, RF, FE, OP

5.45m; JT, 60d, PLN, RF, FE, OP5.50m; JT, 70d, PLN, RF, FE, OP5.55m; JTx2, 30d, IR-UN, RF, FE, OP5.60m; CS, 20d, PLN, CLAY, FRAG, OP5.65m; JT, 45d, PLN, SO, FE, OP5.70m; JT, SUBVT, PLN, RF, FE, OP5.74m; JT, 45d, PLN, RF, FE, OP5.74-5.80m; JT, 70d, PLN, RF, FE, OP5.80-5.85m; FZ5.85m; JT, 25d, PLN, RF, OP5.90m; JT, 60d, PLN, RF, OP

L

H

EL

MW-

SW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

4

5

6

4

5

6

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

16 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370230.0 E, 5373985.0 N MGA94

SHEET 2 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

brown, 30mm, soft.

6.10m; light grey and darkgrey bands, dipping steeply ~70deg closely to moderatelyspaced.

6.38m; evidence rehealedshear; banding becomesdiscontinous/offset ~ 5mmover 30mm section.

6.70m; becomes light greywith some dark grey bands.

7.18m; becomes light greywith some dark grey bands,bedded

7.50m; possiblebrecciated/rehealedcrushed/shear zone, dipping60deg, 20mm, iron stainedgravels in hard clay matrix.

8.20m; some moderately tosteeply dipping microfractures,iron stained, healed; some thindark grey, thinnly laminatedbands.

11

12

13

14

5.95-5.98m; SM, 15d, CLAY, 30mm, OP6.00m; JT, 15d, PLN, RF, FE, OP6.05m; JT, 15-70d, ST, RF, OP6.12m; JT, 30d, PLN, RF, FE, OP

6.28m; JT, 70d, PLN, RF, FE, OP6.30-6.54m; JTx6, 15d, PLN, RF, FE, OP6.32m; JT, 30d, PLN, RF, FE, OP6.38m; SZx2, 20d, CL6.46m; JT, 20d, PLN, RF, OP6.46-6.48m; FZ6.48m; JT, 20d, PLN, RF, FE, OP6.55m; JT, 60d, PLN, RF, OP6.65-6.70m; FZ6.70-7.08m; JT, SUBVT, UN-CV, RF, FE, OP6.73m; CS, 25d, FRAG, FE, OP6.79m; JT, 20d, PLN, RF, FE, OP

6.85m; JT, 25d, PLN, RF, FE, OP6.90m; JT, 25d, PLN, HR, RF, OP6.95m; JT, 15d, DW, RF, OP

7.06m; JT, 20d, PLN-IR, RF, FE, OP

7.13m; JT, 40d, PLN, RF, FE, OP

7.22m; FZ, FRAG7.27m; CS, SUBHZ, CLAY, FRAG, 30mm, OP

7.50m; CS/SZ, 45-60d, PLN, FE, FRAG, OP7.50-7.65m; JT, 60d, PLN, RF, FE, OP7.60m; JT, 45d, PLN, RF, FE, OP7.60-7.72m; JT, 60d, PLN, RF, FE, OP7.66m; JT, 60d, IR, RF, OP

7.76-8.80m; JTx3, 20d, PLN, RF, FE, OP7.80-8.00m; JTx3, SUBVT, IR-UN, RF, FE, OP

7.90m; JT, 35d, IR, RF, OP

8.08m; JT, 45d, PLN, RF, FE, OP8.13m; JT, 45d, PLN, RF, FE, OP8.13-8.20m; FZ (JTs x2, SUBVT + JTs RANDOM)

8.25m; SM, SUBHZ, CLAY, FRAG, 20mm, OP

8.35m; JT, 45d, PLN, RF, FE, OP8.37m; JT, 15d, PLN, RF, FE, OP8.45m; JT, 45d, PLN, RF, FE, OP


8.64m; JT, 30d, PLN, SO, OP

8.70m; JT, 60d, PLN, RF, FE, OP8.70-8.82m; FZ8.70m; JT, 20d, PLN, RF, OP8.82m; JT, 30-40d, PLN, RF, OP8.84m; JT, 50d, PLN, RF, FE, OP8.92m; JT, 45d, PLN, RF, FE, OP

H

H

M

H

SW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

7

8

9

7

8

9

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

16 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370230.0 E, 5373985.0 N MGA94

SHEET 3 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

9.65m; rockmass becomesincreasingly fractured withsecondary jointing &microfracturing off primarydefects.

10.00m; differentialweathering along steeplydipping joint.

14

15

16

17

9.05m; JT, 50d, PLN, RF, FE, OP9.10m; JT, 50d, PLN, RF, FE, OP9.15m; JT, 70d, PLN, RF, OP9.20-9.35m; JT, 50d, PLN-IR, RF, FE, OP

9.35m; JT, 45d, PLN, RF, FE, OP9.40m; JT, 25d, PLN, RF, OP9.45m; JT, 60d, PLN, RF, OP9.50m; JT, 30d, PLN, RF, OP

9.58-9.73m; JT, 70d, PLN, RF, FE, OP

9.74m; JT, 40d, PLN, RF, FE, OP9.79m; JT, SUBHZ, IR, RF, FE, OP

9.85m; JT, 15d, PLN, RF, FE, OP9.90m; JT, 60d, IR, RF, OP9.95m; JT, 50d, PLN, RF, FE, OP10.00m; JT, 10d, IR, RF, FE, OP10.00-10.20m; JT, 70d, PLN, RF, FE, FRAG, OP10.07m; JT, 15d, IR, RF, FE, OP

10.20m; JT, 25d, PLN, RF, OP10.20-10.40m; JTx2, SUBVT, UN, RF, FE, OP10.26m; JT, 15d, PLN, RF, OP10.31m; JT, SUBHZ, PLN, RF, FE, OP10.35m; JT, 45d, PLN, RF, FE, OP10.35-10.50m; FZ

10.50-10.70m; JTx2, SUBVT, PLN, RF, FE, OP

10.65m; JT, 30d, PLN, RF, OP

10.73m; JT, 60d, PLN, RF, OP10.77m; JT, 15d, PLN, RF, FE, OP

10.90m; JT, 60d, PLN, RF, OP10.94m; JT, SUBVT, PLN, SO, FE, OP11.00-11.35m; JT, 30-60d, CV, RF, OP

11.10m; JT, 10d, PLN, SO, OP

11.28m; JT, 15d, PLN, SO, OP11.33m; JT, 55d, PLN, RF, FE, OP11.37m; JT, 15d, PLN, RF, FE, OP11.40-11.70m; JT, SUBVT, PLN-UN, RF, FE, OP

11.55m; JTx2, 50d, PLN, RF, FE, OP11.60-11.80m; FZ (JTx3)set 1 = JT x SUBVT, UN, RF, OPset 2 = JT x 50-60d, PLN, RF, OPset 3 = JT x 10-20d, PLN, RF, OP

11.80m; JT, 10d, PLN, SO, FE, OP11.80-11.93m; JT, 50-70d, UN, RF, FE, OP11.90m; JT, 20d, PLN, RF, OP11.95m; JT, 50d, PLN, SO, FE, OP

M

L

M

H

MW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

10

11

12

10

11

12

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

16 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370230.0 E, 5373985.0 N MGA94

SHEET 4 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

SILTSTONEAs previous

14.35-14.65m; Fractured zoneformed by closely spacedsubvertical & subhorizontaljoints

17

18

19

20

12.02m; JT, SUBHZ, PLN, RF, FE, OP

12.17m; JT, 50d, PLN, RF, FE, OP12.20m; CS, SUBHZ, CLAY, FRAG, 10mm, OP12.23m; JT, 40d, PLN, RF, OP12.26m; JT, 10d, PLN, RF, OP12.29m; JT, 40d, PLN, RF, OP12.32m; JT, 15d, CLAY, FRAG, 5mm, OP12.35-12.60m; JT, 55d, PLN, RF, FE, OP12.44m; JT, 15d, PLN, RF, FE, OP


12.66m; JT, 15d, PLN, RF, FE, OP12.66-12.70m; JT, SUBVT, PLN, RF, OP12.70m; JT, 15d, PLN, RF, FE, OP12.75-12.80m; JT, 60d, PLN, RF, OP

12.90m; JT, 50d, PLN, RF, FE, OP12.95m; JT, 40d, PLN, RF, FE, OP13.00m; JT, 60d, PLN, RF, FE, FRAG, OP

13.10m; JT, 60d, PLN, RF, FE, OP13.15m; JT, 15d, PLN, RF, FE, OP13.15-13.30m; JT, 60d, PLN, RF, FE, OP13.23m; JT, 15d, FE, PLN, RF, OP

13.35m; JT, 50d, PLN, RF, OP13.35-13.60m; JT, 50-70d, UN, RF, FE, OP13.42m; JT, 15d, ST, RF, FE, OP

13.58m; JT, 40d, PLN, RF, OP13.58-13.95m; JT, 60-70d, CU-UN, RF, FE, OPExtensive Sub-vertical joint.

13.95m; JT, 40d, PLN, RF, OP13.95-14.00m; FZ

14.06m; JT, SUBHZ, PLN, RF, FE, OP14.10m; JT, SUBHZ, PLN, RF, FE, OP

14.18m; JT, 15d, PLN, RF, FE, OP14.18-14.36m; JT, 70d, PLN, RF, FE, OP14.24m; JT, 45d, PLN, RF, FE, OP14.28m; JT, 20d, PLN, RF, FE, OP14.28-14.46m; JT, 60d, PLN, RF, FE, OP14.38m; JT, 15d, PLN, RF, FE, OP14.41m; JT, 20d, IR, RF, OP14.45m; JT, 30d, IR, RF, OP14.50m; JT, SUBVT, PLN, RF, OP14.55m; JT, 45d, PLN, RF, OP14.58-14.60m; JTx2, 10d, PLN, RF, OP14.65m; JT, 18d, PLN, RF, OP14.70m; JT, 40d, IR, RF, OP14.73m; JT, 20d, IR, RF, OP14.80-14-90m; FZ

14.90m; JT, 10d, PLN, SO, FE, OP14.93m; JT, 45d, PLN, RF, OP

HMW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

13

14

15

13

14

15

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

16 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370230.0 E, 5373985.0 N MGA94

SHEET 5 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3


15.20-15.45m; locally highlyweathered around joints

16.10m; some pyrite noted onsurfaces within fracturedzone; trace unknown mineral,opaque, shiny, crystalline andblack, shiny, crystalline onsome defects.

16.60m; becomes slightlyweathered to fresh, rockmassquality improving

20

21

22

23

24

14.96m; CS, SUBHZ, CLAY, FRAG, 20mm, OP15.00m; JT, 40d, PLN, RF, FE, OP15.05m; JT, 15-20d, IR, RF, OP15.05-15.14m; FZ15.14m; JT, 30d, IR, RF, OP15.17m; JT, 60d, IR, RF, OP15.20m; JT, 25d, IR, RF, OP15.20-15.45m; FZ

15.45m; CS, SUBHZ, CLAY, FRAG, 50mm, OP

15.55m; JT, 45d, PLN, RF, OP

15.61-15.71m; FZ15.62m; JT, 15d, PLN, RF, OP15.67m; JT, 25d, PLN, RF, OP15.70-15.90m; JTx2, PLN, RF,FE, OP15.71m; JT, 15d, PLN, RF, FE, OP

15.86m; JT, 30d, PLN-IR, RF, OP15.90-15.97m; JTx2, 78d, IR, RF, OP15.94-15.97m; JTx2, 30d, PLN, RF, OP

16.03m; JT, 45d, PLN, RF, OP16.03-16.25m; FZ, FE, PY, OP

16.20-16.32m; JT, PLN, RF, FE, OP

16.36m; JT, 45d, IR-UN, RF, OP16.40-16.55m; JT, 50d, PLN, RF, OP

16.50m; 45d, PLN, RF, OP16.50-16.60m; FZ16.60m; JT, 45-60d, IR, RF, OP

16.70-16.90m; JT, 70d, UN, RF, OP

16.85m; JT, 45d, IR, RF, OP

17.03m; JT, 25d, IR, RF, OP17.03-17.16m; JT, 30-60d, CU, RF, OP17.10m; JT, 30d, PLN-IR, RF, OP

17.20m; JT, 45d, PLN-IR, RF, OP17.25m; JT, 60D, PLN, RF, OP17.30-17.50m; JT, 65d, PLN, SO, FE, OP

17.40m; JT, 40d, PLN, RF, OP17.40-17.60m; JT, SUBVT, UN, FE, CL


17.76m; JT, 45d, IR, RF, FE, OP17.75-18.03m; JT, 70d, SUBVT, UN, RF, FE, OP

17.94m; JT, 40d, PLN-IR, RF, FE, OP

H

H-VHSW-FR

Date : 25 Feb 14

3217073


SC

ALE

(m

)

16

17

18

16

17

18

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

16 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370230.0 E, 5373985.0 N MGA94

SHEET 6 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3


24

25

26

27

18.05m; JT, 45d, IR, RF, FE, FRAG, OP18.07m; JT, 30d, IR, RF, OP18.15m; JT, 45d, PLN-IR, RF, FE, FRAG, OP

18.25m; JT, SUBVT, UN, RF, OP18.30m; JT, 45d, PLN, RF, OP

18.50m; JT, 25d, PLN, RF, OP18.55m; JT, 20d, PLN, RF, OP18.55-18.60m; FZ18.60-18.80m; JTx4, 50d, PLN, SO, OP

18.80-19.15m; JT, 85d-SUBVT, PLN, RF, OP18.80m; JT, 45d, PLN, RF, OP

18.95m; JT, 50d, PLN, RF, OP

19.18m; JT, 15d, PLN, IR, RF, OP19.22m; JT, 30d, PLN, SO, OP19.25-19.40m; JT, 55d, PLN, RF, OP19.30m; JT, SUBHZ, PLN, RF, OP

19.42m; JT, 10d, PLN, RF, OP

19.50m; JT, 25d, PLN-IR, RF, OP19.55m; JT, 50d, PLN, RF, OP

19.70m; HB19.75-19.80m; BPx2, 50d, PLN, RF, CL

19.90m; JT, 15d, IR, RF, OP19.90-20.15m; JT, 70d, UN, RF, OP19.95m; JT, 45d, PR, RF, CL20.00m; JT, 20d, PLN, RF, FE, OP20.00-20.10m; JTx2, SUBVT, PLN, RF, OP20.10m; JT, 50d, PLN, RF, FE, OP

20.20-20.25m; JTx2, 50d, PLN, RF, OP

20.35m; JT, 50d, PLN, RF, OP20.40m; JT, 40d, PLN, RF, OP

20.55m; JT, 50d, PLN, RF, OP

20.65m; JT, 15d, PLN, RF, OP

20.80m; JT, 45d, PLN, RF, OP20.80-21.00m; JT, 70d, SUBVT, CU, RF, FE, OP

H-VHSW-FR

Date : 25 Feb 14

3217073


SC

ALE

(m

)

19

20

21

19

20

21

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

16 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370230.0 E, 5373985.0 N MGA94

SHEET 7 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

23.20


END OF BOREHOLE AT23.20m

27

28

21.04m; JT, SUBHZ, IR, RF, OP21.05m; JT, 50d, PLN, RF, OP

21.15m; JT, 50d, PLN, RF, OP

21.35m; JT, 45d, PLN, RF, OP21.35-21.48m; FZ

21.48m; JT, 20d, IR, RF, OP21.50-21.60m; JT, 50d, PLN, OP

21.62m; JT, 30d, IR, RF, OP

21.68m; JT, 15d, IR, RF, OP21.73m; JT, 35d, IR, RF, OP21.75m; JT, 50d, PLN, RF, OP21.80m; JT, 15d, IR, RF, OP21.84m; JT, 10d, PLN, SO, OP

22.00m; JT, 35d, IR, RF, OP

22.15m; JT, 50d, PLN, RF, OP

22.35m; JT, 40d, PLN, RF, OP

22.75m; JT, 50d, PLN, RF, OP

22.95m; JT, 50d, PLN, RF, OP23.00m; JT, 40d, PLN, RF, OP23.05m; JT, 50d, PLN, RF, OP

23.20m; JT, 40d, PLN, RF, OP

H-VHSW-FR

Date : 25 Feb 14

3217073


SC

ALE

(m

)

22

23

24

22

23

24

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

16 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370230.0 E, 5373985.0 N MGA94

SHEET 8 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

GN

E

CA

LYX

CA

LYX

HQ

3

Run

1 R

un 2

Run

3

2.30

Sandy GRAVEL (GP);Grey-white to pale orangey-brown,fine-coarse grained, poorly graded,sub-rounded, dry to slightly moist,medium dense; sand is light grey-grey,fine-coarse grained; some cobbles,rounded-subrounded; trace silt.(LACUSTRINE or FLUVIOGLACIAL)

0.70m; gravels become grey-white(Quartzite), grey-blue and orangey-brown,sub-angular to sub-rounded; Cobbles &gravels are slightly weathered, high tovery high strength. Significant corelossinferred washout of matrix.

2.20m; cobble, quartzite, fine grained,slightly weathered, very high strength.CORE LOSS 2700mmInferred lacustrine or fluvioglacials-lightgrey silty/sandy washout.

GP 0.00m; NOTE: lacustrine or fluvioglacials exposedat stripped surface of drill pad; overlain by organicrich peat ~ 300-500mm thick layer.

0.70-2.30m; matrix has been washed out by drilling

MD

Gra

phic

Log


Job No.

3217073

DRILLING

Client :

Project :

Location :

Inclination\Bearing : 90 \ 000

Contractor : Checked : PJL

Position :

VDH

370509.0 E, 5373829.0 N MGA94 Processed : VGJSurface RL :


Date Started :


Logged by : PJL

Con

sist

ency

/R

elat

ive

Den

sity

SC

ALE

(m

)

Met

hod

Hol

e S

uppo

rt

Run

Wat

er

Date Completed : 15 Dec 13 Date : 25 Feb 14

Description

SC

ALE

(m

)

Dep

th /

(RL)

met

res

Sam

ples

& T

ests

Gro

up S

ymbo

l

Moi

stur

e C

ondi

tion

Soil Name (USC Symbol)

Other Minor Components, Plasticity or

Particle Characteristics,

Colour, Moisture Condition, Consistency,

Structure


1

2

3

1

2

3

SOIL LOG SHEET

MATERIAL



Renison Bell

13 Dec 13

SHEET 1 OF 8

GE

O S

OIL

BO

RE

HO

LE L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

Insitu test results

ADDITIONAL DATA

Comments/Observations

HQ

3

Run

3 R

un 4

Run

5

5.00

5.30

5.60

Silty CLAY with sand (CH)Light grey, high plasticity, very moist, firm;sand is fine-medium grained; tracegravels, fine grained, sub-angular(LACUSTRINE or FLUVIOGLACIAL).

CORE LOSS 300mm

Silty CLAY with sand (CH)Light grey, high plasticity, moist, firm-stiff;sand is fine grained; trace gravels, white,light brown, fine grained,sub-rounded-sub-angular (LACUSTRINEor FLUVIOGLACIAL-POSSIBLYBECOMING RESIDUAL AT DEPTH).

5.00m; NOTE: moisture and consistency likelyaffected by drilling fluids.

F

F-St

Gra

phic

Log


Job No.

3217073

DRILLING

Client :

Project :

Location :



Position :

VDH



Date Started :


Logged by : PJL

Con

sist

ency

/R

elat

ive

Den

sity

SC

ALE

(m

)

Met

hod

Hol

e S

uppo

rt

Run

Wat

er


Description

SC

ALE

(m

)

Dep

th /

(RL)

met

res

Sam

ples

& T

ests

Gro

up S

ymbo

l

Moi

stur

e C

ondi

tion





Structure


4

5

6

4

5

6

SOIL LOG SHEET

MATERIAL



Renison Bell

13 Dec 13

SHEET 2 OF 8

GE

O S

OIL

BO

RE

HO

LE L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

Insitu test results

ADDITIONAL DATA


HQ

3

Run

5 R

un 6

6.80

7.10

8.23

CORE LOSS 300mm

Silty CLAY;Grey, high plasticity, moist, stiff.(RESIDUAL)

7.35m: relict rock fabric evident inhandling break @ 7.35m

Start of coring at 8.23 metres.See Core Log Sheet for cored interval.

F-St

St

Gra

phic

Log


Job No.

3217073

DRILLING

Client :

Project :

Location :



Position :

VDH



Date Started :


Logged by : PJL

Con

sist

ency

/R

elat

ive

Den

sity

SC

ALE

(m

)

Met

hod

Hol

e S

uppo

rt

Run

Wat

er


Description

SC

ALE

(m

)

Dep

th /

(RL)

met

res

Sam

ples

& T

ests

Gro

up S

ymbo

l

Moi

stur

e C

ondi

tion





Structure


7

8

9

7

8

9

SOIL LOG SHEET

MATERIAL



Renison Bell

13 Dec 13

SHEET 3 OF 8

GE

O S

OIL

BO

RE

HO

LE L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

Insitu test results

ADDITIONAL DATA


HQ

3

8.23MUDSTONE;Light brown

8.55m; highly weathered zone,weathered to Clayey GRAVEL.

8.90m; evidence of corespin/roll over.

Start of coring at 8.23 metres.See Soil Log Sheet for soilinterval.

6 7

8.23m; JT, 30d, PLN, SO, CLAY, OP8.25m; JT, 45d, PLN, SO, CL8.30m; JT, 10d, IR, RF, CLAY, OP8.35m; JT, 10d, PLN, RF, CLAY, OP8.40m; JT, 15d, PLN, SO, CLAY, OP8.45m; JT, 30d, PLN, SO, OP8.47m; JT, 45d, PLN, SO, CLAY, OP8.55m; JT, 40d, PLN, SO, CLAY, OP

8.77m; DB8.80m; JT, 40d, PLN, SO, CLAY, OP8.84m; JT, SUBVT, PLN, RF, OP8.88m; JT, 45d, PLN, SO, OP8.96m; SM, SUBHZ, CLAY, 20mm OP

L-M

VL

VL-L

VL

M

MW

HW-

MW

HW

MW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

7

8

9

7

8

9

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

13 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370509.0 E, 5373829.0 N MGA94

SHEET 4 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

9.05

10.65

CORELOSS 1800mmPossibly some intermediatelosses throughout runs 7 & 8.

MUDSTONE;Light orange brown, some ironstaining; trace/some sand, finegrained; some microfractures,steeply dipping, iron stained,healed.

11.20m; highly weatheredzone, weathered to clayeyGRAVEL

11.70m; dominatelyweathered to clay with someclasts of moderatelyweathered rock up to coarsegravel in size.

7 8

9

9.05m; DB

10.65m; DB10.67m; JTx2, 40d, PLN, SO, FE, OP10.70m; DB10.73m; DB

10.90m; DB

10.97m; CS, SUBHZ, PLN, RF, CLAY, FRAG,30mm, OP

11.08m; JT, 15d, PLN, RF, OP11.10m; JT, 45d, PLN, SO, OP11.10-11.20m; JTx4, 20-30d, PLN, RF, OP11.10-11.20m; JT, 60d, PR, RF, OP,11.20-11.37m; FZ, CLAY, FRAG

11.37m; DB11.39-11.42m; SMx2, SUBHZ, CLAY, 10mm, OP11.45m; DB

11.55m; DB

11.70-11.77m; FZ, FRAG, CLAY

11.87m; JT, 25d, PLN, SO, CLAY, OP

11.95m; HB

M

VL

M

EL

VL

MW

HW

MW

HW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

10

11

12

10

11

12

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

13 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370509.0 E, 5373829.0 N MGA94

SHEET 5 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

12.10

12.25

13.50

13.90

CORELOSS 150mm

MUDSTONE;Light-brown-brown; somesand, fine grained.12.25-12.45m; weathered tosilty CLAY, high plasticity.12.45m; becomes brown withsome orange mottling and ironstaining.

12.90m; weathered to clay,hard fissured

CORELOSS 400mm

MUDSTONE;Brown; differentiallyweathered to clayeyGRAVEL/Gravelly CLAY

14.18-14.31m; weathered togravelly CLAY, high plasticity.

14.65m; becomes brownmottled orangey-brown, someiron stained joints, thinnlylaminated.

9 1

0 1

1 1

2 1

3 1

5

12.05-12.10m; HB

12.26m; DB

12.45-12.50m; FZ, FRAG, FE12.50m; JT, SUBHZ, PLN, RF, FE, OP12.52m; DB

12.62m; CS, SUBHZ, CLAY, FRAG, 20mm, OP12.66m; JT, 15d, PLN, RF, OP12.66-12.75m; FZ, CLAY, FRAG12.75m; JT, 25d, PLN, RF, OP12.75m-12.80m; HB's12.80m; JT, 10d, PLN, SO, OP

12.97m; HB

13.13m; JT, 10d, PLN, SO, CLAY, OP13.13-13.40m; JT, 60-70d, UN-IR, RF, OP

13.32m; DB

13.50m; DB

13.90m; DB

13.96m; DB

14.05-14.10m; FZ, CLAY, OP14.10m; JT, 40d, PLN, SO, CLAY, OP

14.18m; JT, 20d, PLN-ST, SO, CLAY, OP

14.31m; DB

14.48-14.50m; JTx2, 20d, PLN, SO, OP14.53m; JT, 35d, PLN, SO, CLAY, OP

14.85-15.10m; HB'sLikely 2xJT sets:Set 1 = JT, 10-15d, PLN, SO, OP

EL

VLVL-L

L

VL

L

VL

EL

VL

M

VL

XW-HW

XW-HW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

13

14

15

13

14

15

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

13 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370509.0 E, 5373829.0 N MGA94

SHEET 6 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

15.25m; weathered to gravellyCLAY, some intact clasts ofmoderately weatheredMUDSTONE.

17.30m; weathered to clayeyGRAVEL; gravels are mediumgrained, poorly graded,angular clasts of moderatelyweathered, medium strengthmudstone; possibly somewashout of fines.

17.87m; become very thinnlylaminated

15

16

17

18

19

Set 2 = JT, 30-40d, PLN-IR, RF, OP

15.10m; JT, 45d, IR, RF, CLAY, OP15.10m; JT, 15d, PLN, SO, OP15.18m; JT, 20d, PLN, RF, OP15.24m; JT, SUBVT, PLN, RF, FE, OP15.28m; JT, 25d, PLN-IR, RF, CLAY, OP

15.38m; SM, SUBHZ, CLAY, 10mm, OP

15.50m; HB

15.62m; JT, 10-15d, IR, RF, FRAG, OP

15.80m; HB

16.00m; DB

16.20m; HB16.23m; JT, 50d, PLN, RF, FE, MN, OP16.26-16.30m; FZ, FRAG, CLAY16.30m; JT, 10d, PLN, RF, OP16.35m; JT, 40d, PLN, RF, FE, MN, OP16.43m; JT, 40d, PLN, RF, FE, MN, OP

16.57m; JT, 40d, PLN, RF, OP16.62m; DB

16.68m; JT, SUBHZ, PLN, SO, CLAY, OP

16.75-16.95m; JTx4, 50d, PLN, SO, CLAY, OP

16.90-16.92m; JTx2, 15d, PLN, SO, OP

16.96m; JT, 45d, PLN, SO, OP

17.07m; JT, 40d, IR, RF, CLAY, OP

17.15m; JTx2, 30-40d, PLN-IR, RF, OP17.15-17.30m; FZ

17.30-17.46m; XW ZONE

17.46m; DB

17.52m; JT, 40d, PLN, SO, CLAY, OP17.53m; JT, 50d, PLN, SO, CLAY, OP17.53-17.75m; FZ

17.80m; JT, 10-15d, IR, RF, OP17.81m; DB

17.94m; JT, 10d, PLN, SO, OP

M

VL-L

M

EL

L

VL

MMW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

16

17

18

16

17

18

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

13 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370509.0 E, 5373829.0 N MGA94

SHEET 7 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

20.30

MUDSTONEAs previous

18.90-19.10m; some iron andmanganese staining aroundjoints.


19

20

21

18.05m; BP, 10d, PLN, SO, OP

18.26m; BP, 10d, PLN, SO, OP18.30m; JT, 60d, PLN, SO, OP18.36m; BP, 10d, PLN, SO, OP

18.55m; JT, 50d, PLN, SO, OP

18.70m; JT, 50d, PLN, SO, OP18.72m; JT, 40d, PLN, SO, OP

18.90m; JT, 40d, PLN, SO, OP18.85-18.95m; HB19.00m; JT, 20d, PLN, RF, FE, OP19.00-19.10m; HB19.10m; JT, 40d, IR, RF, EF, OP19.10-19.20m; FZ19.20m; JT, 10d, PLN, SO, FE, OP

19.27m; JT, 10d, PLN, SO, OP

19.35m; JT, 15d, PLN, SO, OP

19.10-19.60m; JT, SUBVT, PLN, RF, OP

19.60m; JT, 20d, PLN, SO, OP19.65-19.80m; HB's

19.90m; JT, 15d, IR, RF, CLAY, OP

20.05-20.20m; JT, 65d, PLN, SO, FE/MN, OP

20.15m; JT, 40d, PLN, SO, OP20.20m; HB20.25m; JT, SUBVT, PLN, RF, CO20.30m; JT, 15d, PLN, RF, OP

M

VL-L

MW

HW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

19

20

21

19

20

21

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

13 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370509.0 E, 5373829.0 N MGA94

SHEET 8 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

CA

LEX

HQ

3

2.00

MUDSTONE;Light brown-purple with someorange mottling, thinnlylaminated, weathered to siltyCLAY, medium plasticity, stiff;with some gravels,fine-medium grained, angular;some rootlets in upper 200mm

0.50m; becomes moderatelyweathered with intermittenthighly weathered zones,weathered to clayey GRAVEL(possibly crushed seams);joints appear closely spaced,likely some coreloss in thiszone.

1.40m; becomes light brownwith light grey bands/streaks;some sand, fine-mediumgrained.

Sandy MUDSTONE;Purple with white flecks,massive, sand is fine-mediumgrained.

2.50m; MUDSTONE;Purple brown, thinnlylaminated; ocassionallyinterbedded with SandyMUDSTONE, light grey-purplebrown, sand is fine mediumgrained, bedding ~ 45-50d.

1 2

3 4

GN

O

0.50m; HB0.50m; core failed to extrude from barrel0.50-2.00m; FZ (HB) - JTs, PLN, SO, CLAY, OP - at least 2 JT sets.

2.00m; JT, 30-60d, ST, SO, CLAY, OP

2.17m; JT, 40d, PLN, SO, OP2.17-2.35m; 65d, PLN, SO, OP2.26m; DB

2.33m; JT, 15d, PLN, SO, OP2.35m; JT, 45d, PLN, SO, OP2.38m; JT, 15d, PLN-UN, SO, OP2.38-2.50m; FZ2.50m; JT, 60d, PLN, SO, OP

2.60m; JT, 50d, PLN, SO, OP2.64m; DB2.68m; JT, SUBHZ, RF, PLN, OP


2.90m; DB2.95m; JT, 10d-14, IR-ST, SO, OP

EL

L- M

M

H

EW

HW-

MW

MW

SW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

1

2

3

1

2

3

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

10 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370585.0 E, 5373550.0 N MGA94

SHEET 1 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

4.70

5.30

3.20m; HW seam, weatheredto gravelly Clay.3.30m; locally differentiallyweathered along steeplydipping joint.

4.30-4.50m; evidence of corespin, possibly some loss.

CORELOSS 600mm

MUDSTONE;Purple-brown; some sand,medium grained, some lightgrey bands/streaks.

5.80m; Highly weatheredseam, 60mm, weathered togravelly CLAY.

4 5

6

3.15m; DB3.20-3.30m; HW SEAM, CLAY, GRAVEL, 100mm

3.30m; JT, 50d, PLN, SO, OP3.34m; FZ, along 40d joint3.40m; JT, 40d, PLN, SO, CLAY, OP

3.50m; JT, 15d, PLN, SO, OP3.50-3.80m; JT, 80d, PLN, SO-RF, OP





4.18m; JT, 15d, IR, RF, OP4.18-4.34m; JT, 80d, PLN, SO, OP4.23m; JT, 20d, IR, RF, OP

4.34m; DB

4.44m; DB4.47m; JT, SUBVT, PLN, SO, OP4.50-4.60m; FZ

4.65m; DB4.70m; DB4.70-5.35m; likely zone of majority of coreloss indrilling run.

5.35m; DB5.40m; JT, 40d, PLN, SO, OP5.45m; JT, 60d, PLN, SO, CLAY, OP5.50m; FZ, 20mm

5.60m; DB5.63m; JT, 40d, PLN, RF, OP5.70m; JT, SUBHZ, FZ, RF, OP5.70-5.75m; FZ5.75m; JT, 40d, IR, RF, OP5.80m; HW SM, 60mm

5.90m; JT, 50d, PLN, SO, CLAY, OP5.90-5.94m; SM, CLAY, 40mm, OP

VL

H

M

M

L

EL

L

HW

SW

MW

HW

MW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

4

5

6

4

5

6

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

10 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370585.0 E, 5373550.0 N MGA94

SHEET 2 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

6.50

6.60

MUDSTONE

6.10-6.50m; closely spaceddefects, sub-vertical; possiblydrill breaks; possibly somecoreloss.

CORELOSS 100mm

MUDSTONE;Brown, weathered to gravellyCLAY.

6.75m; becomes brown withgrey streaks/bands.

8.00m; becomes brown,thinnly bedded/laminated;dominately three defect sets;possibly bedding on shallowset at ~15d some sandybands, fine-medium grained,grey-white.

6 7

8 9

10

5.95m; DB


6.16-6.50m; JT?x15, SUBHZ-10d, PLN, SO, OP

6.60-6.75m; EW SEAM, 150mm

6.77m; JT, SUBVT, PLN, SO, OP6.80m; DB


6.94m; JT, SUBVT, PLN, 10d, OP6.98-7.30m; CS, SUBHZ, CLAY, GRAVEL, 50mm,OP

7.10-7.20m; FZ/HB7.15m; JT, SUBVT, PLN, UN, RF, OP7.20m; JT, 25d, PLN-UN, RF, OP


7.35m; JT, 20d, PLN, SO, OP7.38m; JT, SUBVT, PLN, SO, OP7.42m; JT, SUBHZ, PLN, SO, FE, OP7.48m; JT, 60d, PLN, SO, OP7.50m; JT, 20d, PLN, SO, OP7.55m; JT, 20d, PLN, SO, OP


7.85m; JT, 15-30d, IR-ST, RF, OP7.90m; JT, 15d, PLN, SO, OP7.95-8.10m; JT, 60d, PLN, SO, OP

8.10-8.25m; JT, 60d, PLN, SO, OP8.10-8.25m; JTx5, 20d, PLN, SO, OP8.15-8.30m; JT, 60d, PLN, SO, OP

8.30m; JT, 30d, PLN, SO, OP8.33-8.40m; FZ (HB)8.40-8.60m; JT, 70d, PLN, SO, FE, CLAY, OP8.45m; JT, 50d, PLN, SO, OP8.50m; JT, 20d, PLN, RF, OP

8.60-8.63m; JTx2, 35d, PLN, SO, OP

8.70m; JT, 15d, PLN, SO, OP8.75m; JT, 60d, PLN, SO, FE, OP8.75m; JT, 20d, PLN, SO, OP8.80m; JT, 15d, PLN, SO, OP

8.90m; JT,10d, PLN, SO, OP8.95m; JT, 50d, PLN, SO, OP

M

EL

M

VLM

EW

MW

MW-

SW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

7

8

9

7

8

9

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

10 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370585.0 E, 5373550.0 N MGA94

SHEET 3 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

12.00

MUDSTONE

9.60m; highly weathered seamalong steeply dipping joint.

10.50m; becoming increasingsand content, becomingSandy MUDSTONE.

11.20m; reduced sandcontent, becomeMUDSTONE.

11.58m; quartz vein, fractured(appears as quartz gravels in aferreous matrix).

10

11

12

13

9.07m; JT, 15d, PLN, SO, OP9.10-9.15m; JTx2, PLN, SO, OP

9.22m; JT, 30d, PLN, SO, OP9.25m; JT, 50d, PLN, SO, OP9.30m; JT, 20d, PLN, SO, OP9.35m; JT, 40d, PLN, SO, OP9.40m; JT, 20d, PLN, RF, OP


9.60m; JT, 40d, PLN, SO, CLAY, OP9.60-9.65m; SM, CLAY, 50mm9.65m; JT, 15d, PLN-IR, RF, CLAY, OP9.70m; CS, SUBHZ, CLAY, FRAG, OP9.70-9.90m; JT, 80d, PLN, SO, OP9.74-9.75m; JTx2, SUBHZ, PLN, SO, OP9.80m; JT, 30d, PLN-IR, RF, OP


10.05m; JT, 15d, PLN, SO, OP

10.20m; JT, 30d, PLN-UN, RF, OP

10.37m; JT, 60d, PLN, SO, FE, OP

10.45m; JT, 20d, PLN, RF, CLAY, OP

10.52m; JT, 10d, PLN, SO, OP


10.85m; JT, 30d, PLN, RF, FE, OP10.90m; JTx2, SUBVT, PLN, RF, OP10.94m; JT, 55d, PLN, RF, FE, OP10.97m; JTx2, 15d, PLN, RF, OP

11.20m; DB11.23m; JT, 70d, PLN, SO, CLAYVE, OP11.26m; JT, 15d, PLN, SO, OP (DB)11.33m; JT, 15d, PLN, SO, OP11.35m; JT, 45d, PLN, SO, OP11.37m; JT, 15d, PLN, RF, FE, OP11.46m; JT, 55d, PLN, SO, OP

11.53m; JT, 15d, PLN, SO, OP11.55m; JT, 40d, PLN, SO, OP11.56m; JT, 15d, PLN, SO, OP11.58m; VN, 45d, PLN, QZ, FE, OP

11.78m; JT, 15d, PLN, RF, OP11.82m; JT, 55d, PLN, SO, FE, CLAY, OP11.87m; JT, 15d, PLN, SO, OP

M

H

M-H

MW-SW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

10

11

12

10

11

12

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

10 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370585.0 E, 5373550.0 N MGA94

SHEET 4 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

13.74

14.20

14.55

14.85

MUDSTONE;Light brown to purple-brown;some iron staining on defects.

SANDSTONE;Brown, fine grained.

MUDSTONE;Brown; trace sand, finegrained.

CORELOSS 300mm

MUDSTONE;Brown

13

14

15

16

12.00m; JTx2, 50d, PLN, RF, CLAY, OP12.05-12.10m; FZ12.10m; JT, 10d, PLN, RF, OP

12.26m; JT, 40d, SO, OP12.30m; JT, 15d, PLN, RF, OP

12.38m; JT, 15d, PLN, RF, OP

12.45-12.50m; FZ12.45m; JT, 25d, PLN, SO, OP12.50m; JT, 20d, PLN, RF, OP

12.62m; JT, 50d, PLN, SO, OP12.65m; JT, 30d, PLN, SO, OP12.65-12.82m; JT, 70d, PLN, SO, OP

12.77m; JT, 35d, PLN, SO, OP12.82m; JT, 35d, PLN, RF, CLAY, OP

12.95-13.15m; JT, 60d, PLN, SO, OP

13.10m; JT, 45d, PLN, SO, OP

13.25m; JT, 55d, PLN, SO, OP13.30m; HB

13.40m; JT, 55d, PLN, RF, OP13.40-13.46m; FZ13.48m; JT, 55d, PLN, SO, OP

13.58m; JT, 45d, PLN, SO, OP13.60m; JT, 20d, PLN, SO, OP13.65m; JT, 45d, PLN-UN, RF, OP13.70m; JT, 25d, UN, RF, OP13.75m; JT, 15-25d, UN, RF, OP

13.95m; DB

14.17m; JT, 35d, PLN, SO, FE, OP14.20-14.30m; JT, SUBVT, UN, RF, OP

14.30-14.40m; JTx3, 50d, PLN, SO, FE, OP14.33m; JT, 45d, PLN, RF, OP14.40m; JT, 20d, PLN, RF, OP14.42m; JT, 35d, PLN, RF, OP14.48m; JT, 20-30d, IR-UN, RF, OP14.50m; JT, 30d, UN, RF, OP14.55m; JT, 35d, IR, RF, OP

14.85m; JT, 15d, CU, RF, OP

14.95-15.20m; FZ (HB - Barrel failed to extrude)

M-H

M-H

M

SW

SW

SW

MW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

13

14

15

13

14

15

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

10 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370585.0 E, 5373550.0 N MGA94

SHEET 5 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

15.60

17.00

17.30

17.40

MUDSTONE

SANDSTONE;Light blue-grey,medium-coarse grained, somemicrofractures healed, blackunknown mineral.

16.85m; quartz vein, 10mm,appears as gravels in Ferriousmatrix.

MUDSTONE;Purple-brown

CORELOSS 100mm

MUDSTONE;Brown, thinnly laminated

16

17

18

19

15.20m; JT, SUBHZ, PLN, SO, OP15.24m; JT, 40d, IR, RF, OP15.27m; JT, 25d, IR, RF, FE, OP15.34m; JT, SUBHZ, PLN, SO, OP

15.40m; JT, 15d, PLN, SO, OP

15.46m; JT, 15d, PLN, SO, OP

15.55m; JT, 45d, PLN, RF, OP15.60m; BP, 15d, PLN, SO, OP15.65m; JT, 15d, PLN, SO, OP

15.72m; JT, SUBHZ, PLN, RF, FE, OP

15.85m; JT, 3-10d, PLN, RF, FE, OP


16.00m; JT, 50d, PLN, RF, OP

16.10m; HB

16.20m; JTx2, SUBHZ, PLN, SO, FE, OP


16.38m; JT, 15-30d, IR-UN, RF, OP16.40m; JT, 15d, PLN, RF, OP16.43m; JT, 15d, PLN, RF, FE, OP16.45m; JT, 40d, PLN-UN, RF, FE, OP16.50m; JT, 60d, PLN, RF, FE, OP16.58m; JT, 15d, IR, RF, OP

16.70m; JT, SUBVT, PLN, FE, CL

16.77m; JT, 5-10d, FE, CL16.80m; JT, 15d, PLN, RF, OP16.85m; VN, 50d, PLN, QZ, FE, OP16.90m; JT, 45d, PLN, RF, FE, OP16.90m; barrel failed to fully extrude.17.00m; JT, 30d, PLN, SO, FE, OP

17.10m; JT, 30d, PLN, RF, OP17.15m; JT, 10-15d, CU, SO, OP17.20m; JT, 10d, PLN, SO, OP

17.30m; DB

17.40m; DB

17.47-17.60m; JT, SUBVT, PLN, SO, OP17.50m; JT, 15d, PLN, SO, OP17.52m; JT, 20d, PLN, SO, OP17.55m; JT, 10d, PLN, SO, OP17.65m; JT, 15d, PLN, SO, OP17.70m; JT, 55d, PLN, SO, OP

17.80m; JT, ST, PLN, SO, OP17.85m; JT, 30d, PLN, RE, OP

17.96m; JT, 15d, PLN, RF, OP

M

M-H

M

MW

MW-

SW

SW

MW-

SW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

16

17

18

16

17

18

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

10 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370585.0 E, 5373550.0 N MGA94

SHEET 6 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

20.10

MUDSTONE

18.15m; highly weatheredzone; clayey

18.70; HW zone, 70mm,weathered to clayey GRAVEL.

SANDSTONE;Light blue-purpley grey,fine-medium grained, someiron staining.

19

20

21

22

18.10m; JT, 15d, PLN, SO, OP18.15m; JT, 55d, PLN, SO, OP18.15-18.30m; FE (HB)

18.30m; JT, 45D, PLN, SLK, OP18.32m; JT, 15d, PLN, SO, CLAY, OP18.35m; JT, 15d, PLN, SO, OP18.40m; JT, 60d, PLN, SO, OP18.47m; JT, SUBHZ, PLN, SLK, OP

18.54m; JT, 15d, PLN, SO, OP

18.64m; JT, 10d, PLN, SO, OP18.64-18.70m; HB18.70m; JT, 20d, PLN, SO, OP18.70-18.77m; HW SEAM18.80m; CS, SUBHZ, CLAY, FRAG, 30mm, OP18.83m; JT, 25d, IR, RF, CLAY, UP18.86m; JT, 30d, IR, RF, OP

19.00m; DB

19.09m; JT, 15d, ST-IR, RF,OP

19.22m; SM, 15d, CLAY, 10mm, OP


19.56m; JT, 10d, PLN, SO, OP19.58m; DB

19.68m; JT, 30d, UN, SO, OP

19.77m; JT, 40d, PLN, SO, OP19.80; JT, 15d, PLN, SO, OP19.86m; JT, 10d, PLN, SO PO

19.92m; JT, 35d, PLN-IR, RF SO, OP19.92-20.00m; FZ

20.10m; JT, 45d, PR, RF, OP

20.20m; JT, 60d, PLN, SO, OP

20.43m; JT, SUBHZ, PLN, RF, OP20.47m; JT, 15d, PR, RF, FG, OP

20.66m; JT, SUBHZ, UN, RF, FG, OP

20.79m; JT, SUBHZ, PR, RF, FG, OP

20.86m; JT, 18d, PR, RF, OP

20.95m; JT, SUBHZ, PR, RF, FG, OP

M

VL

M

VL

M

M

MW-SW

HW

MW-

SW

HW

MW

MW-

SW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

19

20

21

19

20

21

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

10 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370585.0 E, 5373550.0 N MGA94

SHEET 7 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

HQ

3

21.30

SANDSTONE


22

20.97m; JT, SUBHZ, PR, RF, FG, OP21.03m; JT, 45d, PR, SO, OP

21.24m; JTx2, SUBHZ, PR, RF, OP

21.30m; JT, 35d, PR, RF, OP

MMW-SW

Date : 25 Feb 14

3217073


SC

ALE

(m

)

22

23

24

22

23

24

Client :

Project :

Location :M

etho

d

Wat


Contractor :



Renison Bell


DRILLING


Date Started :


Logged by : PJLm

etre

s

Gra

phic

Log

SC

ALE

(m

)

Dep

th /

(RL)

10 Dec 13


structure

CORE LOG SHEET

Description

MATERIAL


Sam

ples

& T

ests

Run

Checked : PJL


Job No.

Position :

VDH

370585.0 E, 5373550.0 N MGA94

SHEET 8 OF 8

GE

O C

OR

E L

OG

SH

EE

T 3

217

073.

GP

J G

HD

_GE

O_T

EM

PLA

TE

_TA

SM

AN

IA.G

DT

5/3

/14

80 100

Est

imat

ed S

tren

gth

Wea

ther

ing

ADDITIONAL DATA

20C

ore

Rec

over

y (%

)



roughness, other

Insitu test results

1000

Def

ect S

paci

ng(m

m)

10

appendices - epa.tas.gov.au mines... · (whether in contract, tort or otherwise) for any expenses,...

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