ghd report - gisc.nsw.gov.au

TITLE:

PROJECT NO: 30012451

TEST DATE: 30/3/2016

INCLINATION: -90°

CORED LENGTH: 1.5m – 18.16m

DRILL RIG: P160

CONTRACTOR: NCD

LOGGED BY: BD

CHECKED BY: NP

Wattle Valley Quarry

BH01

BH01 – /2

0.60m

CI-CH

AD

/T

M

Silty CLAYred brown, with basalt cobbles, with basalt boulders

Continued as Cored Drill Hole

HQ

Cas

ing

RESIDUAL SOIL

GN

E

CLA

SS

IFIC

AT

ION

SY

MB

OL

GR

OU

ND

WA

TE

RLE

VE

LS

DRILLING MATERIAL

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY

DR

ILLI

NG

PE

NE

TR

AT

ION

GR

AP

HIC

LOG

ELE

VA

TIO

N (

RL)

1126

.011

26.5

1127

.011

27.5

1128

.011

28.5

1129

.011

29.5

1130

.0

DE

PT

H (

m)

0.0

1.0

2.0

3.0

4.0

5.0

FIE

LD T

ES

TS

SA

MP

LES

MATERIAL DESCRIPTIONSoil Type, Plasticity or Particle Characteristic, Colour,

Secondary and Minor Components

DR

ILLI

NG

& C

AS

ING STRUCTURE

& Other Observations

File: 30012451 BH02 Page 1 OF 4

NON-CORE DRILL HOLE - GEOLOGICAL LOG

MOUNTING : TrackRIG TYPE : P160

DATE LOGGED : 31/3/16

CONTRACTOR : NCD

SURFACE ELEVATION : 1125.784 (AHD)

DATE COMPLETED : 31/3/16DATE STARTED : 31/3/16

POSITION : E: 365278.000, N: 6711980.000 (56 MGA94)

SMEC AUSTRALIA

PROJECT : WATTLE VALE QUARRYLOCATION : MATHESON NSW FEATURE : PROPOSED QUARRY SITE 3

CLIENT : GLEN INNES SEVERN COUNCIL FILE / JOB NO : 30012451

SHEET : 1 OF 4

HOLE NO : BH02

ANGLE FROM HORIZONTAL : -60°

LOGGED BY : BD

See Explanatory Notes fordetails of abbreviations& basis of descriptions.

CHECKED BY : SB

DRILLER : DALE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

NO

N-C

OR

E D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

6 13

:32

8.3

0.00

2

0.60m

2.70m

2.86m

3.30m

BASALTfine grained, dark grey

occasional laths and amygdalesbrown silty clay in fractures

red-brown, weathered to low plasticity silty clay in parts

brown silty clay in fractures

CORE LOSS 0.16m (2.70-2.86)

BASALT BRECCIAgrey brown

angular clasts, stained with iron


iron stained on fractures

START CORING AT 0.60m

0.65: JT, 30°, PR, RF, ClayFILLED, 10 mm0.70-0.83: SM, 15-30°, ClayFILLED

1.09: JT, 15°, PR, RF, ClayCT, 5 mm1.18: JT, 15°, PR, RF, Clay VR1.25-1.29: SM, 20°, ClayFILLED

1.36-1.46: SM, 15-70°, ClayFILLED

1.67: JT, 10°, PR, S, FE

1.75: JT, 15°, S, Fe Clay,20 mm1.79: JT, 70°, PR, RF, Fe ClayVR1.86: JT, 20°, CU, RF, Fe ClayVR1.96-2.00: FZ

2.15-2.65: JT, 20-30°, PR, RF,Fe SN, 40-100mm spacing

2.86-3.30: HB

3.30-3.95: FZ, Fe SN,20-40mm spacing

4.08: JT, 50°, CU, RF, Fe SN

4.20: JT, 60°, PR, RF, Fe SN

4.62: JT, 60°, UN, RF, Fe SN

4.70: JT, 25°, IR, RF, Fe SN4.72: JT, 25°, IR, Ro, Fe Sn4.82: JT, 25°, PR, RF, Fe SN

NM

LC

2.00m

SW

HWto

XW

HW

SWtoFR

25

0

0

0

17

0

14%LOSS

2.86

100%RETURN

1.67m

4.00m

Is(50)d=7.93MPa

Is(50)d=1.13MPa

Extremely HighVery HighHighMediumLowVery LowExtremely Low

STRENGTH

POLRFSSLVR

PolishedRoughSmoothSlickensidedVery Rough

GR

AP

HIC

LOG

MATERIAL

DESCRIPTIONROCK TYPE : Colour, Grain size, Structure

(texture, fabric, mineral composition, hardnessalteration, cementation, etc as applicable)

DEFECTS

ROCK MASS

- Axial - Diametral

DR

ILLI

NG

& C

AS

ING

DRILLING

Wea

ther

ing

RQ

D (

%)PROGRESS

(joints, partings, seams, zones, etc)

Description, orientation, infillingor coating, shape, roughness,

thickness, other

BARREL (Length) : 3.00 mCASING DIAMETER : HQ

(CO

RE

LO

SS

RU

N %

)

DRILLDEPTH 20 40 10

0

300

1000

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

COATING

CleanCoating (>= 1.0m)FilledStainedVeneer (< 1.0mm)

CurvedDiscontinuousIrregularPlanarSteppedUndulose

CNCTFILLEDSNVR

PLANARITY

CUDISIRPRSTUN

DEFECT TYPE

BPCLCSCZDBFCHBISJTSMSSSZVNVOFA

Bedding PlaneCleavageCrushed SeamCrushed ZoneDrilling BreakFractureHandling BreakInfilled SeamJointSeamShear SeamShear ZoneVeinVoidFault

CACLAYFEFECLAYKTMSMUQZX

INFILL

CalciteClayIron OxideIron Oxide Clay

ChloriteSecondary MineralUnidentified MineralQuartzCarbonaceous

Auger Drilling with TC BitAuger Drilling with V BitAuger ScrewingWashbore with Drag BitDiatubeHMLC Core BarrelHQ3 Core BarrelNMLC Core BarrelNQ3 Core BarrelPQ3 Core BarrelRock Roller

ELE

VA

TIO

N

(RL)

1126

.011

26.5

1127

.011

27.5

1128

.011

28.5

1129

.011

29.5

1130

.0

ROUGHNESS

ESTIMATED STRENGTHIs(50)

BIT CONDITION : GoodBIT : Diamond Impreg S10-12

DE

PT

H (

m)

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

DRILLING WATER

AD/TAD/VASDBDTHMLCHQ3NMLCNQ3PQ3R

10 Oct., 73 WaterLevel on Date shown

water inflow

water outflow

WEATHERING

FRSWMWHWEW

FreshSlightly WeatheredModerately WeatheredHighly WeatheredExtremely Weathered

EHVHHMLVLEL

(WA

TE

R

RE

TU

RN

%)

DEFECTSPACING

(mm)

File: 30012451 BH02 2 OF 4

CORED DRILL HOLE LOG



CONTRACTOR : NCD



POSITION : E: 365278.000, N: 6711980.000 (56 MGA94)

SMEC AUSTRALIA



SHEET : 2 OF 4

HOLE NO : BH02


LOGGED BY : BD


CHECKED BY : SB

HOLE DIA : 96mm

SA

MP

LES

&F

IELD

TE

ST

S

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

CO

RE

D D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

6 13

:40

8.3

0.00

2

6.30m

BASALTfine grained, dark grey (continued)

LAPILLI TUFFbrown and dark grey brown

angular clasts up to 40mm, coarse grained matrix,matrix supported

dark grey clasts, clasts increases to 100mm in parts,appears more clasts supported, frequent closed microfractures

bands of matrix supported, clast size generally less than40mm


5.43: JT, 40°, PR, S, Fe SN

5.52: JT, 35°, PR, RF, Fe ClayCT5.58: JT, 20°, CU, RF, Fe ClayCT5.75: JT, 30°, PR, RF, Fe SN5.75-5.90: FZ, 20-40°, Fe SN

5.90-6.00: EW

6.00-6.30: FZ, 20-40°, Fe SN

6.35: JT, 0°, IR, RF, Fe SN6.41: JT, 30°, PR, RF, Fe VR

6.51: JT, 30°, PR, VR, ClayVR6.62: JT, 25-30°, PR, RF, FeSN

6.82: JT, 50°, PR, RF, Fe SN6.89: JT, 70°, PR, RF, Fe SN6.95: JT, 70°, PR, RF, Fe SN

7.36: JT, 15°, IR, RF, Fe SN

7.85: JT, 30°, PR, RF, Fe SN

8.15: JT, 10°, IR, RF, Fe SN

8.81: DB8.82: DB

9.18-9.89: JT, 40-45°, PR, S,Fe SN, 40-120mm spacing

NM

LC

8.25m

9.25m

SWtoFR

HW

0

27

0

38

93

100%RETURN

6.30m

7.00m

8.10m

8.60m

Is(50)d=0.06MPa

Is(50)d=0.3MPa

Is(50)d=0.12MPa

Is(50)d=0.2MPa


STRENGTH

POLRFSSLVR


GR

AP

HIC

LOG

MATERIAL



DEFECTS

ROCK MASS

- Axial - Diametral

DR

ILLI

NG

& C

AS

ING

DRILLING

Wea

ther

ing

RQ

D (

%)PROGRESS



thickness, other


(CO

RE

LO

SS

RU

N %

)

DRILLDEPTH 20 40 10

0

300

1000

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

COATING



CNCTFILLEDSNVR

PLANARITY

CUDISIRPRSTUN

DEFECT TYPE




INFILL




ELE

VA

TIO

N

(RL)

1130

.511

31.0

1131

.511

32.0

1132

.511

33.0

1133

.511

34.0

ROUGHNESS



DE

PT

H (

m)

5.0

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

10.0

DRILLING WATER



water inflow

water outflow

WEATHERING

FRSWMWHWEW


EHVHHMLVLEL

(WA

TE

R

RE

TU

RN

%)

DEFECTSPACING

(mm)

File: 30012451 BH02 3 OF 4




CONTRACTOR : NCD



POSITION : E: 365278.000, N: 6711980.000 (56 MGA94)

SMEC AUSTRALIA



SHEET : 3 OF 4

HOLE NO : BH02


LOGGED BY : BD


CHECKED BY : SB

HOLE DIA : 96mm

SA

MP

LES

&F

IELD

TE

ST

S

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

CO

RE

D D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

6 13

:40

8.3

0.00

2

14.40m

14.80m

LAPILLI TUFFbrown and dark grey brown (continued)

generally dark brown, frequent partly open microfractures

BASALTfine grained

altered purple grey with pink speckles, iron stained infractures

BOREHOLE BH02 TERMINATED AT 14.80 mTarget depth

10.00-10.25: HB

10.34: JT, 10°, CU, RF, Fe SN

10.50-10.87: JT, 40-50°, PR,RF, Fe SN, 60-120mm spacing

11.25-11.88: FZ, CN,20-40mm spacing

12.00-12.40: JT, 40-45°, PR,RF, Fe Sn, 40-80mm spacing


12.95: JT, 45°, IR, RF, CN

13.56: JT, 25°, PR, S, CN12.98-14.20: DB, x 3

13.60-13.80: FZ, 20-40mmspacing13.28-14.33: CS, 30°

13.90-14.02: FC, 50°, closed

14.20-14.44: FC, 50°, Fe SN,20-40mm partly closed

14.40-14.80: FC, 50-60°,20-40mm partly closed

NM

LC

11.00m

HW 93

26

0

0

100%RETURN

13.50

50%RETURN

14.80

11.60m

13.30m

14.40m

Is(50)d=0.22MPa

Is(50)d=0.14MPa

Is(50)d=0.2MPa


STRENGTH

POLRFSSLVR


GR

AP

HIC

LOG

MATERIAL



DEFECTS

ROCK MASS

- Axial - Diametral

DR

ILLI

NG

& C

AS

ING

DRILLING

Wea

ther

ing

RQ

D (

%)PROGRESS



thickness, other


(CO

RE

LO

SS

RU

N %

)

DRILLDEPTH 20 40 10

0

300

1000

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

COATING



CNCTFILLEDSNVR

PLANARITY

CUDISIRPRSTUN

DEFECT TYPE




INFILL




ELE

VA

TIO

N

(RL)

1134

.511

35.0

1135

.511

36.0

1136

.511

37.0

1137

.511

38.0

1138

.5

ROUGHNESS



DE

PT

H (

m)

10.0

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

15.0

DRILLING WATER



water inflow

water outflow

WEATHERING

FRSWMWHWEW


EHVHHMLVLEL

(WA

TE

R

RE

TU

RN

%)

DEFECTSPACING

(mm)

File: 30012451 BH02 4 OF 4




CONTRACTOR : NCD



POSITION : E: 365278.000, N: 6711980.000 (56 MGA94)

SMEC AUSTRALIA



SHEET : 4 OF 4

HOLE NO : BH02


LOGGED BY : BD


CHECKED BY : SB

HOLE DIA : 96mm

SA

MP

LES

&F

IELD

TE

ST

S

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

CO

RE

D D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

6 13

:40

8.3

0.00

2

TITLE:

PROJECT NO: 30012451

TEST DATE: 30/3/2016

INCLINATION: -90°

CORED LENGTH: 0.6m – 14.8m

DRILL RIG: P160

CONTRACTOR: NCD

LOGGED BY: BD

CHECKED BY: NP

Wattle Valley Quarry

BH02

BH02 – Page 2/2

0.60m

CI-CH

AD

/T

M

Silty CLAYred brown, with basalt cobbles, with basalt boulders, moist

Continued as Cored Drill Hole

HQ

Cas

ing

RESIDUAL SOIL0.00: moist

GN

E

CLA

SS

IFIC

AT

ION

SY

MB

OL

GR

OU

ND

WA

TE

RLE

VE

LS

DRILLING MATERIAL

MO

IST

UR

E

CO

ND

ITIO

N

CO

NS

IST

EN

CY

RE

LAT

IVE

DE

NS

ITY

DR

ILLI

NG

PE

NE

TR

AT

ION

GR

AP

HIC

LOG

ELE

VA

TIO

N (

RL)

1125

.011

24.5

1124

.011

23.5

1123

.011

22.5

1122

.011

21.5

1121

.011

20.5

DE

PT

H (

m)

0.0

1.0

2.0

3.0

4.0

5.0

FIE

LD T

ES

TS

SA

MP

LES

MATERIAL DESCRIPTIONSoil Type, Plasticity or Particle Characteristic, Colour,

Secondary and Minor Components

DR

ILLI

NG

& C

AS

ING STRUCTURE

& Other Observations

File: 30012451 BH03 Page 1 OF 5

NON-CORE DRILL HOLE - GEOLOGICAL LOG



CONTRACTOR : NCD



POSITION : E: 365289.390, N: 6712024.330 (56 MGA94)

SMEC AUSTRALIA



SHEET : 1 OF 5

HOLE NO : BH03

ANGLE FROM HORIZONTAL : 90°

LOGGED BY : BD


CHECKED BY : SB

DRILLER : DALE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

NO

N-C

OR

E D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

6 13

:32

8.3

0.00

2

0.60m


occasional amygdales, Fe clay seams at 100-200mmspacing

appears breciated, dark grey anular basalt fragments incemented matrix

occasional amydales and laths, some clay seams,80mm spacing

iron stained sub vertical joint, some partly openedhealed fractures 20-60mm spacing

START CORING AT 0.60m

0.64: JT, 20°, PR, RF, Fe ClayCt0.67: SM, 15°, Clay FILLED,10 mm0.80: JT, 10°, PR, VR, MU Vr

0.86-1.14: SM, 10-20°, ClayFILLED, <15mm thick,20-60mm spacing

1.20-1.83: SM, 15-20°, ClayFILLED, <10mm thick,100-150mm spacing

1.95: JT, 70°, IR, VR, Fe Ct,5 mm

2.09: JT, IR, VR, Fe Sn

2.28-2.52: SM, 0-30°, <20mmthick, 20-80mm spacing

2.53-2.70: JT, 90°, Un, RF, FeSn2.70: JT, 60°, RF, Fe Sn2.80: JT, 0°, IR, RF, Fe Sn

2.90-3.86: JT, 80-90°, PR, S,Fe Sn3.38: JT, 15°, PR, S, Fe Sn3.50: JT, 10°, PR, RF, Fe Sn

3.67: JT, 10°, PR, RF, Fe Sn

3.84-4.05: JT, 0°, PR, RF, FeSn, x3

4.09-4.56: JT, 0-5°, PR, RF,Cn, 50-100mm spacing

4.95: JT, 10°, PR, S, Fe Sn

NM

LC

2.00m

2.14m

2.50m

SW

MW

SW

61

47

64

91

100%RETURN

2.20m

3.95m

Is(50)d=7.52MPa

Is(50)d=3.34MPa


STRENGTH

POLRFSSLVR


GR

AP

HIC

LOG

MATERIAL



DEFECTS

ROCK MASS

- Axial - Diametral

DR

ILLI

NG

& C

AS

ING

DRILLING

Wea

ther

ing

RQ

D (

%)PROGRESS



thickness, other


(CO

RE

LO

SS

RU

N %

)

DRILLDEPTH 20 40 10

0

300

1000

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

COATING



CNCTFILLEDSNVR

PLANARITY

CUDISIRPRSTUN

DEFECT TYPE




INFILL




ELE

VA

TIO

N

(RL)

1125

.011

24.5

1124

.011

23.5

1123

.011

22.5

1122

.011

21.5

1121

.011

20.5

ROUGHNESS



DE

PT

H (

m)

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

DRILLING WATER



water inflow

water outflow

WEATHERING

FRSWMWHWEW


EHVHHMLVLEL

(WA

TE

R

RE

TU

RN

%)

DEFECTSPACING

(mm)

File: 30012451 BH03 2 OF 5




CONTRACTOR : NCD



POSITION : E: 365289.390, N: 6712024.330 (56 MGA94)

SMEC AUSTRALIA



SHEET : 2 OF 5

HOLE NO : BH03


LOGGED BY : BD


CHECKED BY : SB

HOLE DIA : 96mm

SA

MP

LES

&F

IELD

TE

ST

S

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

CO

RE

D D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

6 13

:41

8.3

0.00

2

6.00m

8.70m

BASALTfine grained, dark grey (continued)

LAPILLI TUFFdark grey brown

angular clasts in yellow-brown matrix, matrix supportedbecoming dark red-brown from 6.2m to 6.3m

sub angular clasts up to 40mm in brown-grey matrix

AGGLOMERATEfine grained, dark grey brown

basalt clasts in grey brown matrix, clast supported

matrix becoming grey, clast size reducing

5.11-5.50: DB5, x 5

5.45: JT, 60°, PR, RF, Clay Ct,6 mm

5.50-6.00: JT, 20-30°, Fe Sn,10-40mm

7.74: JT, 20°, IR, RF, Clay Vr

8.16: JT, 25°, PR, RF, Clay Vr

NM

LC

6.00m

6.30m

8.70m

9.90m

SW

HW

MW

91

0

93

62

61

93

100%RETURN

5.30m

6.40m

7.10m

9.00m

Is(50)d=6.62MPa

Is(50)d=0.33MPa

Is(50)d=0.07MPa

Is(50)d=0.89MPa


STRENGTH

POLRFSSLVR


GR

AP

HIC

LOG

MATERIAL



DEFECTS

ROCK MASS

- Axial - Diametral

DR

ILLI

NG

& C

AS

ING

DRILLING

Wea

ther

ing

RQ

D (

%)PROGRESS



thickness, other


(CO

RE

LO

SS

RU

N %

)

DRILLDEPTH 20 40 10

0

300

1000

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

COATING



CNCTFILLEDSNVR

PLANARITY

CUDISIRPRSTUN

DEFECT TYPE




INFILL




ELE

VA

TIO

N

(RL)

1120

.011

19.5

1119

.011

18.5

1118

.011

17.5

1117

.011

16.5

1116

.011

15.5

ROUGHNESS



DE

PT

H (

m)

5.0

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

10.0

DRILLING WATER



water inflow

water outflow

WEATHERING

FRSWMWHWEW


EHVHHMLVLEL

(WA

TE

R

RE

TU

RN

%)

DEFECTSPACING

(mm)

File: 30012451 BH03 3 OF 5




CONTRACTOR : NCD



POSITION : E: 365289.390, N: 6712024.330 (56 MGA94)

SMEC AUSTRALIA



SHEET : 3 OF 5

HOLE NO : BH03


LOGGED BY : BD


CHECKED BY : SB

HOLE DIA : 96mm

SA

MP

LES

&F

IELD

TE

ST

S

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

CO

RE

D D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

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J <

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> 2

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11.50m

12.60m

14.50m

AGGLOMERATEfine grained, dark grey brown (continued)

LAPILLI TUFFwhite grey and yellow brown

clasts generally <50mm, matrix supported

BASALTdark grey

some pink speckles above 12.8m, frequent infilledfractures with green mineral above 13.5m

AGGLOMERATEfine grained, dark grey

basalt clasts up to 100mm with yellow, green and whitematrix, clast supported

9.95-10.08: JT, 20-25°, IR, RF,Cn, 50-200mm spacing

10.54: JT, 15°, IR, RF, Cn

11.19: JT, 5°, IR, VR, Cn

11.28: JT, 10°, IR, S, Cn

12.95: JT, 5°, PR, RF, Cn

13.30: JT, 40°, PR, RF, Cn

13.40-13.75: 60-70°, Fe,healed fractures at 100mmspacing

NM

LC

11.50m

12.60m

MW

HWto

MW

FR

93

98

100

100%RETURN

10.60m

11.95m

13.30m

13.80m

14.30m

14.75m

Is(50)d=0.76MPa

Is(50)d=0.9MPa

Is(50)d=2.41MPa

Is(50)d=2.39MPa

Is(50)d=3.7MPa

Is(50)d=0.55MPa


STRENGTH

POLRFSSLVR


GR

AP

HIC

LOG

MATERIAL



DEFECTS

ROCK MASS

- Axial - Diametral

DR

ILLI

NG

& C

AS

ING

DRILLING

Wea

ther

ing

RQ

D (

%)PROGRESS



thickness, other


(CO

RE

LO

SS

RU

N %

)

DRILLDEPTH 20 40 10

0

300

1000

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

COATING



CNCTFILLEDSNVR

PLANARITY

CUDISIRPRSTUN

DEFECT TYPE




INFILL




ELE

VA

TIO

N

(RL)

1115

.011

14.5

1114

.011

13.5

1113

.011

12.5

1112

.011

11.5

1111

.011

10.5

ROUGHNESS



DE

PT

H (

m)

10.0

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0

14.5

15.0

DRILLING WATER



water inflow

water outflow

WEATHERING

FRSWMWHWEW


EHVHHMLVLEL

(WA

TE

R

RE

TU

RN

%)

DEFECTSPACING

(mm)

File: 30012451 BH03 4 OF 5




CONTRACTOR : NCD



POSITION : E: 365289.390, N: 6712024.330 (56 MGA94)

SMEC AUSTRALIA



SHEET : 4 OF 5

HOLE NO : BH03


LOGGED BY : BD


CHECKED BY : SB

HOLE DIA : 96mm

SA

MP

LES

&F

IELD

TE

ST

S

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

CO

RE

D D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

.GP

J <

<D

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ile>

> 2

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/201

6 13

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8.3

0.00

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16.27m

20.00m

AGGLOMERATEfine grained, dark grey (continued)basalt clasts up to 100mm with yellow, green and whitematrix, clast supported


occasional infilled healed fractures 100-400mm spacing

infilled fractures less frequent, occasional laths andamygdales

BOREHOLE BH03 TERMINATED AT 20.00 mTarget depth

15.97: JT, 20°, IR, VR, Cn

16.18: JT, 20°, PR, S, Clay Vr

16.52: JT, 10°, PR, VR, Cn

17.17: JT, 15°, Pl-Un, RF, CAVr

18.30: JT, 15°, Un, RF, CA Vr

18.60: JT, 15°, Un, RF, CA Vr

19.07: JT, 15°, PR, RF, Cn

NM

LC

17.60m

FR

100

100

100%RETURN

20.00

16.30m

18.70m

Is(50)d=5.43MPa

Is(50)d=9MPa


STRENGTH

POLRFSSLVR


GR

AP

HIC

LOG

MATERIAL



DEFECTS

ROCK MASS

- Axial - Diametral

DR

ILLI

NG

& C

AS

ING

DRILLING

Wea

ther

ing

RQ

D (

%)PROGRESS



thickness, other


(CO

RE

LO

SS

RU

N %

)

DRILLDEPTH 20 40 10

0

300

1000

EL

VL

L M H VH

EH

-0.0

3

-0.1

-0.3

-1 -3 -10

COATING



CNCTFILLEDSNVR

PLANARITY

CUDISIRPRSTUN

DEFECT TYPE




INFILL




ELE

VA

TIO

N

(RL)

1110

.011

09.5

1109

.011

08.5

1108

.011

07.5

1107

.011

06.5

1106

.011

05.5

ROUGHNESS



DE

PT

H (

m)

15.0

15.5

16.0

16.5

17.0

17.5

18.0

18.5

19.0

19.5

20.0

DRILLING WATER



water inflow

water outflow

WEATHERING

FRSWMWHWEW


EHVHHMLVLEL

(WA

TE

R

RE

TU

RN

%)

DEFECTSPACING

(mm)

File: 30012451 BH03 5 OF 5




CONTRACTOR : NCD



POSITION : E: 365289.390, N: 6712024.330 (56 MGA94)

SMEC AUSTRALIA



SHEET : 5 OF 5

HOLE NO : BH03


LOGGED BY : BD


CHECKED BY : SB

HOLE DIA : 96mm

SA

MP

LES

&F

IELD

TE

ST

S

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

LIB

RA

RY

.GLB

Log

SM

EC

CO

RE

D D

RIL

L H

OLE

GIN

T -

WA

TT

LE V

ALE

QU

AR

RY

.GP

J <

<D

raw

ingF

ile>

> 2

7/04

/201

6 13

:41

8.3

0.00

2

ghd report - gisc.nsw.gov.au

Documents