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Appendix B3:A
B3:A-1SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
M
M-H
Silty SANDfine to medium grained, dark grey, trace clay, with someorganics
SANDfine to medium grained, pale grey, trace silt
Indurated SANDfine to medium grained, dark grey and dark brown, weaklycementedbecoming strongly cemented
becoming weakly cemented, tending to sand
SANDfine to medium grained, brown
END OF BOREHOLE @ 6.00 m
SM
SP
SP
SP
0.50
0.80
1.10
2.50
3.00
0.00
-0.50
-0.80
-1.10
-2.50
-3.00
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0mDS 0.40-0.60 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.5
M D
EPTH
M
M -W
M
M -W
VL
L
VD
D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 30/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH1/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 508335.0 m E 7058368.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-2SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
M
Silty SANDfine to medium grained, dark grey, trace of organicsSANDfine to medium grained, yellow brown and grey, trace of siltbecoming pale grey
Indurated SANDfine to medium grained, dark grey, weakly cemented
becoming strongly cemented
becoming dark brown and grey
becoming weakly cemented
Silty SANDfine to medium grained, yellow brown
END OF BOREHOLE @ 6.00 m
SMSP
SP
SM
0.100.30
0.80
1.50
2.00
3.50
4.50
-0.10
-0.30
-0.80
-1.50
-2.00
-3.50
-4.50
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0mDS 0.30-0.40 mRec = 100/100 mm
DS 2.20-2.40 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.70
M D
EPTH
M
W
M -W
LMD
D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH3/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507763.0 m E 7058970.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-3SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
M-H
Sandy CLAYmedium plasticity, dark grey and brown, fine to medium grainedsand, trace of organicsSANDfine to medium grained, dark grey, trace of claySANDfine to medium grained, grey and pale grey, trace of silt andclaybecoming dark grey and brown
becoming brown
becoming dark grey and brown, with some silt
Indurated SANDfine to medium grained, dark brown and grey, weakly cemented
Silty SANDfine to medium grained, brown
END OF BOREHOLE @ 6.00 m
CI
SP
SP
SP
0.30
0.50
1.00
1.50
1.70
2.00
5.00
0.00
-0.30
-0.50
-1.00
-1.50
-1.70
-2.00
-5.00
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0m
DS 0.70-0.80 mRec = 100/100 mm
DS 3.50-3.70 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
1.0
M D
EPTH
M
M -W
W
M -W
F -St
MD
D
MD
D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH4/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507811.0 m E 7059231.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-4SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
Sandy CLAYmedium plasticity, dark grey, fine to medium grained sand,trace of organicsSANDfine to medium grained, pale grey, trace of siltbecoming orange, brown and pale greywith some silt and clay
Sandy CLAYmedium to high plasticity, grey, fine to medium grained sand,trace of organics
Indurated SANDfine to medium, dark grey, strongly to weakly cemented
END OF BOREHOLE @ 6.00 m
CI
SP
CI / CH
SP
0.20
0.50
0.70
1.00
4.10
0.00
-0.20
-0.50
-0.70
-1.00
-4.10
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0m
DS 1.70-1.80 mRec = 100/100 mm
2.00-2.40 m PP<5 kPaU50U 2.00-2.40 mRec = 400/400 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.7
M D
EPTH
M
M -W
W
S
L -MD
VS -S
F
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 28/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH5/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507678.0 m E 7059398.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-5SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
M
H
Sandy CLAYmedium plasticity, dark grey, fine to medium grained sand,trace of organics, with some siltSANDfine to medium grained, brown, with some silt and claybecoming grey
becoming pale grey, pale yellow brown
becoming pale grey
Indurated SANDfine to medium, dark brown, strongly cementedbecoming weakly cemented
SANDfine to medium grained, grey and pale grey
END OF BOREHOLE @ 6.00 m
CI
SP
SP
SP
0.20
0.40
1.00
2.50
3.50
3.70
5.50
0.00
-0.20
-0.40
-1.00
-2.50
-3.50
-3.70
-5.50
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0m
DS 0.60-0.80 mRec = 200/200 mm
DS 5.50-5.70 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.8
M D
EPTH
M
W
F
MD
D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH6/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507425.0 m E 7059412.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-6SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
Sandy CLAYmedium plasticity, dark grey, fine to medium grained sand, withsome silt, trace of organicsSilty SANDfine to medium grained, pale grey, with some clayCLAYhigh plasticity, grey, trace of organics, with some fine to mediumgrained sand
END OF BOREHOLE @ 8.50 m
CI
SM
CH
0.20
0.50
0.00
-0.20
-0.50
-8.50
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0m
DS 1.10-1.30 mRec = 200/200 mm1.10 m PP <25 kPa
U50U 2.00-2.20 mRec = 200/200 mm2.00-2.20 m PP<25 kPa
U50U 4.00-4.30 mRec = 300/300 mm4.00-4.30 m PP<25 kPa
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.8
M D
EPTH
M
M -W
W
S
VL
VS
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 28/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH7/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507223.0 m E 7059714.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 8.50 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
<<D
raw
ingF
ile>>
16/
11/2
012
16:5
4 8
.2.8
00
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-7SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
L
H
L
H
Sandy CLAYmedium plasticity, dark grey, fine to medium grained sand,trace of organicsClayey SANDfine to medium grained, pale grey and orange brown, mediumplasticity clayCLAYhigh plasticity, pale grey, with some fine to medium grainedsand
SANDfine to medium grained, pale grey
becoming dark grey and brown
Indurated SANDfine to medium grained, dark grey and brown, stronglycemented
CLAYmedium to high plasticity, pale brown, with some fine to mediumgrained sand
becoming pale brown
Silty SANDfine to medium grained, pale grey and pale brown
CLAYmedium to high plasticity, grey, with some fine to mediumgrained sand
Indurated SANDfine to medium grained, dark brown, weakly cemented
becoming brown
END OF BOREHOLE @ 6.90 m
CI
SC
CH
SP
SP
CI-CH
SM
CI-CH
SP
0.20
0.60
1.40
2.40
3.00
3.60
4.20
4.70
5.50
6.10
6.60
0.00
-0.20
-0.60
-1.40
-2.40
-3.00
-3.60
-4.20
-4.70
-5.50
-6.10
-6.60
-6.90
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0m
DS 1.20-1.30 mRec = 100/100 mm
3.80 m3.80 m PP = 140 kPa
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
1.40
M D
EPTH
M
W
M
F
L
S - F
D -VD
VD
St
F
D
S - F
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH9/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507473.0 m E 7059615.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.90 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-8SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
Sandy CLAYmedium plasticity, dark grey, fine to medium grained sand, withsome organicsSANDfine to medium grained, pale grey and pale brownbecoming grey, with some medium plasticity clay
becoming brown and grey
becoming dark brown and dark grey
becoming dark brown, slightly indurated and weakly cementedIndurated SANDfine to medium grained, dark brown and dark grey, stronglycementedSANDfine to medium grained, dark brown, trace silt
Indurated SANDfine to medium grained, dark brown and dark grey, stronglycemented
END OF BOREHOLE @ 6.00 m
CI
SP
SP
SP
SP
0.20
0.50
1.20
1.60
2.102.20
2.50
4.30
0.00
-0.20
-0.50
-1.20
-1.60
-2.20
-2.50
-4.30
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0m
DS 0.70-0.90 mRec = 200/200 mm
GR
OU
ND
WA
TER
INFL
OW
OB
SE
RB
VE
D A
T 0.
70 M
DE
PTH
M
W
M -W
M
S
MD
MD -D
D -VD
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 29/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH10/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507240.0 m E 7059461.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
HB
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-9SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
M-H
Sandy CLAYmedium plasticity, dark grey, fine to medium grained sand,trace of organicsSANDfine to medium grained, pale brown and pale grey, with somemedium plasticity claybecoming pale greybecoming greybecoming dark greyIndurated SANDfine to medium, dark grey and dark brown, weakly cementedbecoming strongly cemented
SANDfine to medium grained, brown orange and dark brown
END OF BOREHOLE @ 6.00 m
CI
SP
SP
SP
0.200.30
0.600.70
0.90
1.10
3.50
0.00
-0.20-0.30
-0.60-0.70
-0.90
-1.10
-3.50
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0mDS 0.50-0.70 mRec = 200/200 mm
DS 5.50-5.70 mRec = 200/200 mm
GR
OU
ND
WA
TER
INFL
OW
OB
SE
RV
ED
AT
0.6
M D
EP
TH
M
M -W
W
F
D
VD
D
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH11/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507367.0 m E 7059286.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-10SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
M
Clayey SANDfine to medium grained, dark grey, trace of organicsSilty SANDfine to medium grained, grey and dark greySANDfine to medium grained, pale greyIndurated SANDfine to medium, dark grey, weakly cementedtrace of silt, becoming strongly cemented
SANDfine to medium grained, brown
becoming pale brown
END OF BOREHOLE @ 6.00 m
SC
SM
SP
SP
SP
0.20
0.40
0.70
1.10
3.50
5.50
0.00
-0.20
-0.40
-0.70
-1.10
-3.50
-5.50
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0mDS 0.50-0.60 mRec = 100/100 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.70
M D
EPTH
M
M -W
W
M -W
L
MD -D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH12/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507554.0 m E 7059049.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-11SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
M
H
Silty SANDfine to medium grained, dark grey, trace of organicsSANDfine to medium grained, pale brown and dark grey, trace silt
Indurated SANDfine to medium, dark grey, weakly cemented
becoming very strongly to strongly cemented
SANDfine to medium grained, brown, trace silt
END OF BOREHOLE @ 6.00 m
SM
SP
SP
SP
0.20
0.80
1.60
4.00
0.00
-0.20
-0.80
-1.60
-4.00
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0m
DS 0.60-0.80 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.60
M D
EPTH
M
W
M -W
L
D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 29/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH13/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507442.0 m E 7058907.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-12SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
Silty SANDfine to medium grained, dark grey, trace of organicsSANDfine to medium grained, pale grey, with some silt
Indurated SANDfine to medium grained, dark grey, weakly cemented
becoming strongly cemented
becoming brown, weakly cemented
SANDfine to medium grained, brown and dark brown, trace silt
END OF BOREHOLE @ 6.00 m
SM
SP
SP
SP
0.20
1.00
1.50
2.70
4.00
0.00
-0.20
-1.00
-1.50
-2.70
-4.00
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0mDS 0.30-0.50 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
1.5
M D
EPTH
M
M -W
M
L
MD -D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 29/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH14/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507287.0 m E 7058689.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-13SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
M
Silty SANDfine to medium grained, dark grey, trace of organicsSANDfine to medium grained, pale grey, trace of organics
becoming dark grey
Indurated SANDfine to medium grained, dark brown and dark grey, stronglycementedbecoming brown and dark brown
becoming weakly cemented
SANDfine to medium grained, brown, trace silt
END OF BOREHOLE @ 6.00 m
SM
SP
SP
SP
0.25
0.80
1.50
1.80
2.40
2.60
0.00
-0.25
-0.80
-1.50
-1.80
-2.40
-2.60
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0m
DS 0.60-0.80 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.80
M D
EPTH
M
M -W
W
M
L
MD -D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 29/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH15/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507988.0 m E 7058709.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-14SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
M
Silty SANDfine to medium grained, dark greySANDfine to medium grained, pale brown and greybecoming greyIndurated SANDfine to medium grained, dark brown and dark grey, trace of silt,weakly cementedbecoming strongly cemented
becoming weakly cemented
SANDfine to medium grained, brown, trace silt
END OF BOREHOLE @ 6.00 m
SPSP
SM
SP
0.100.20
0.50
1.00
2.00
3.00
-0.10-0.20
-0.50
-1.00
-2.00
-3.00
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0mDS 0.20-0.40 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.90
M D
EPTH M
M -W
L
MD
D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 29/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH16/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507637.0 m E 7058686.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-15SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
H
Silty SANDfine to medium grained, dark grey, trace of organicswith some clay
SANDfine to medium grained, pale grey and grey, with some silt
Indurated SANDfine to medium, dark grey, weakly cemented
becoming dark grey and dark brown, strongly cemented
becoming dark brown
SANDfine to medium grained, brown, with some silt
END OF BOREHOLE @ 6.00 m
SM
SP
SP
SP
0.20
0.50
1.00
1.90
2.80
5.20
0.00
-0.20
-0.50
-1.00
-1.90
-2.80
-5.20
-6.00
AD
T
0.00 mASS samplescollected at 0.25mintervals to 2.0mDS 0.50-0.70 mRec = 200/200 mm
GR
OU
ND
WAT
ER IN
FLO
W O
BSER
VED
AT
0.90
M D
EPTH
M
M -W
M
MD
D
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: 4WD AugerCONTRACTOR: CSI Soil TestingLOGGED: BCTCHECKED: WM
GAP gINT FN. F01bRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 29/8/12DATE: 29/10/12
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are
for information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH17/12
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
COORDS: 507265.0 m E 7059110.0 m N AMG84 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 80 mm HOLE DEPTH: 6.00 m
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
NO
N-C
OR
ED
FU
LL P
AG
E 1
2768
3017
TA
SK
300
0 - B
H &
DC
P.G
PJ
DW
G52
521.
GD
W 1
6/11
/201
2 16
:48
8.2
.800
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
DCP TEST (AS1289.6.3.2)Blows per 100 mm
5 10 15 200 25
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-16SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
TEST: DCP1
DE
PTH
(met
res)
TESTED: BCT DATE: 30/08/2012COORDS: 507149.0 m E 7059280.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
GAP gINT FN. F04aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 12/9/12
SHEET: 1 OF 3
CHECKED: WM
This report of penetrometer must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF DCP TESTS
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
DC
P P
SP
127
6830
17 T
AS
K 3
000
- BH
& D
CP
.GP
J D
WG
2150
1.G
DW
12/
09/2
012
11:4
3 8
.2.8
56
TEST: DCP2D
EP
TH(m
etre
s)TESTED: BCT DATE: 31/08/2012COORDS: 507325.0 m E 7059573.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
TEST: DCP3
DE
PTH
(met
res)
TESTED: BCT DATE: 27/08/2012COORDS: 507140.0 m E 7059606.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
Note: soil stuck to DCP rod isindurated sand
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
Geotechnical borehole reports
Appendix B3:A
B3:A-17SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
TEST: DCP3b
DE
PTH
(met
res)
TESTED: BCT DATE: 31/08/2012COORDS: 507078.0 m E 7059677.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
GAP gINT FN. F04aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 12/9/12
SHEET: 2 OF 3
CHECKED: WM
This report of penetrometer must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF DCP TESTS
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
DC
P P
SP
127
6830
17 T
AS
K 3
000
- BH
& D
CP
.GP
J D
WG
2150
1.G
DW
12/
09/2
012
11:4
3 8
.2.8
56
TEST: DCP4D
EP
TH(m
etre
s)TESTED: BCT DATE: 31/08/2012COORDS: 507228.0 m E 7059969.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
TEST: DCP5
DE
PTH
(met
res)
TESTED: BCT DATE: 31/08/2012COORDS: 507382.0 m E 7059825.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
Geotechnical borehole reports
Appendix B3:A
B3:A-18SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
TEST: DCP5b
DE
PTH
(met
res)
TESTED: BCT DATE: 31/08/2012COORDS: 507378.0 m E 7059840.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
GAP gINT FN. F04aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 12/9/12
SHEET: 3 OF 3
CHECKED: WM
This report of penetrometer must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF DCP TESTS
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
DC
P P
SP
127
6830
17 T
AS
K 3
000
- BH
& D
CP
.GP
J D
WG
2150
1.G
DW
12/
09/2
012
11:4
3 8
.2.8
56
TEST: DCP6D
EP
TH(m
etre
s)TESTED: BCT DATE: 31/08/2012COORDS: 507572.0 m E 7059530.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
TEST: DCP7
DE
PTH
(met
res)
TESTED: BCT DATE: 27/08/2012COORDS: 508226.0 m E 7058678.0 m N MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
Geotechnical borehole reports
Appendix B3:A
B3:A-19SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
30
TEST: DCP TP2
DE
PTH
(met
res)
TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
GAP gINT FN. F04aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 12/9/12
SHEET: 1 OF 3
CHECKED: WM
This report of penetrometer must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF DCP TESTS
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
DC
P P
SP
127
6830
17 T
AS
K 3
000
- BH
& D
CP
.GP
J D
WG
2500
5.G
DW
12/
09/2
012
11:4
4 8
.2.8
56
TEST: DCP TP9D
EP
TH(m
etre
s)TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
TEST: DCP TP10
DE
PTH
(met
res)
TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
Refusal
1
2
3
4
5
6
7
8
9
Refusal
1
2
3
4
5
6
7
8
9
Refusal
1
2
3
4
5
6
7
8
9
Geotechnical borehole reports
Appendix B3:A
B3:A-20SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
28
TEST: DCP TP11
DE
PTH
(met
res)
TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
GAP gINT FN. F04aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 12/9/12
SHEET: 2 OF 3
CHECKED: WM
This report of penetrometer must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF DCP TESTS
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
DC
P P
SP
127
6830
17 T
AS
K 3
000
- BH
& D
CP
.GP
J D
WG
2500
5.G
DW
12/
09/2
012
11:4
4 8
.2.8
56
27
TEST: DCP TP13D
EP
TH(m
etre
s)TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
TEST: DCP TP15
DE
PTH
(met
res)
TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
Refusal
1
2
3
4
5
6
7
8
9
Refusal
Refusal
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
Geotechnical borehole reports
Appendix B3:A
B3:A-21SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
32
TEST: DCP TP16
DE
PTH
(met
res)
TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
GAP gINT FN. F04aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 12/9/12
SHEET: 3 OF 3
CHECKED: WM
This report of penetrometer must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF DCP TESTS
Sunshine Coast CouncilSunshine Coast Airport ExpansionDavid Low Way127683017
GA
P 8
_07.
3 LI
B.G
LB L
og G
AP
DC
P P
SP
127
6830
17 T
AS
K 3
000
- BH
& D
CP
.GP
J D
WG
2500
5.G
DW
12/
09/2
012
11:4
4 8
.2.8
56
TEST: DCP TP17D
EP
TH(m
etre
s)TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
TEST: DCP TP23
DE
PTH
(met
res)
TESTED: BS DATE: 29/08/2012COORDS: MGA94 56SURFACE RL: DATUM: AHD
25(AS1289.6.3.2) Blows per 100 mm
5 10 15 200
Refusal
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
Refusal1
2
3
4
5
6
7
8
9
Geotechnical borehole reports
Appendix B3:A
B3:A-22SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, brown
Clayey SANDfine to medium grained, grey brown, medium plasticity clay
END OF BOREHOLE @ 9.00 mTARGET DEPTH2x STANDPIPE INSTALLED
SM
SP
SM
SP
SC
0.40
1.80
3.80
7.20
0.00
-0.40
-1.80
-3.80
-7.20
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.4 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.4 M
M -W
W
VL
VD
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH1/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507432.0 m E 7060225.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-23SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, brown
Clayey SANDfine to medium grained, grey brown, medium plasticity clay
END OF BOREHOLE @ 9.00 m
SM
SP
SM
SP
SC
0.40
1.80
3.80
7.20
0.00
-0.40
-1.80
-3.80
-7.20
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.4 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.4 M
M -W
W
VL
VD
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH1/13A
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507432.0 m E 7060225.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-24SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, brown
Clayey SANDfine to medium grained, grey brown, medium plasticity clay
END OF BOREHOLE @ 9.00 m
SM
SP
SM
SP
SC
0.40
1.80
3.80
7.20
0.00
-0.40
-1.80
-3.80
-7.20
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.4 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.4 M
M -W
W
VL
VD
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH1/13B
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507432.0 m E 7060225.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-25SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
Silty SANDfine to medium grained, dark grey, with some medium plasticityclay, trace organics
SANDfine to medium grained, brown and pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, pale brown
END OF BOREHOLE @ 9.00 mTARGET DEPTHBACKFILLED
SM
SP
SM
SP
0.50
1.20
4.00
0.00
-0.50
-1.20
-4.00
-9.00
AD
T
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D M -W
W
L
VD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH2/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507673.0 m E 7060213.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-26SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
L
M
Silty Clayey SANDfine to medium grained, dark grey, medium plasticity clay, traceorganicsSANDfine to medium grained, pale brown grey
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, brown to pale brown
becoming pale brown
END OF BOREHOLE @ 9.00 mTARGET DEPTHBACKFILLED
SC
SP
SM
SP
0.20
2.90
3.30
5.00
0.00
-0.20
-2.90
-3.30
-5.00
-9.00
AD
T
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D
W
VL
L
D
L
D
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 25/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH3/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507676.0 m E 7059894.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-27SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
L
Silty Clayey SANDfine to medium grained, dark grey, medium plasticity clay, traceorganics
Silty SANDfine to medium grained, pale brown grey
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, pale grey and brown, zones with clay
END OF BOREHOLE @ 9.00 mTARGET DEPTHBACKFILLED
SC
SM
SM
SP
0.60
1.00
2.50
0.00
-0.60
-1.00
-2.50
-9.00
AD
T
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D M -W
W
L -MD
D
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 25/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH4/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507945.0 m E 7059832.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-28SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace medium plasticity clay,trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
Silty Clayey SANDfine to medium grained, dark brown, medium plasticity clay
SANDfine to medium grained, pale brown
Clayey SANDfine to medium grained, brown, medium plasticity clay
SANDfine to medium grained, brown
Clayey SANDfine to medium grained, brown, medium plasticity clay
END OF BOREHOLE @ 9.00 mTARGET DEPTH2x STANDPIPE INSTALLED
SM
SP
SM
SC
SP
SC
SP
SC
0.40
1.00
3.00
3.60
6.00
7.00
7.50
0.00
-0.40
-1.00
-3.00
-3.60
-6.00
-7.00
-7.50
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.3 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.3 M
W
VL
L
VD
VL
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH5/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 508146.0 m E 7059764.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-29SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace medium plasticity clay,trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
Silty Clayey SANDfine to medium grained, dark brown, medium plasticity clay
SANDfine to medium grained, pale brown
Clayey SANDfine to medium grained, brown, medium plasticity clay
SANDfine to medium grained, brown
Clayey SANDfine to medium grained, brown, medium plasticity clay
END OF BOREHOLE @ 9.00 m
SM
SP
SM
SC
SP
SC
SP
SC
0.40
1.00
3.00
3.60
6.00
7.00
7.50
0.00
-0.40
-1.00
-3.00
-3.60
-6.00
-7.00
-7.50
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.3 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.3 M
W
VL
L
VD
VL
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH5/13A
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 508146.0 m E 7059764.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-30SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace medium plasticity clay,trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
Silty Clayey SANDfine to medium grained, dark brown, medium plasticity clay
SANDfine to medium grained, pale brown
Clayey SANDfine to medium grained, brown, medium plasticity clay
SANDfine to medium grained, brown
Clayey SANDfine to medium grained, brown, medium plasticity clay
END OF BOREHOLE @ 9.00 m
SM
SP
SM
SC
SP
SC
SP
SC
0.40
1.00
3.00
3.60
6.00
7.00
7.50
0.00
-0.40
-1.00
-3.00
-3.60
-6.00
-7.00
-7.50
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.3 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.3 M
W
VL
L
VD
VL
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH5/13B
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 508146.0 m E 7059764.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-31SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
L-M
L
Silty Clayey SANDfine to medium grained, dark grey, medium plasticity clay, traceorganicsSANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, brown, trace medium plasticity clay
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, pale brown
END OF BOREHOLE @ 9.00 mTARGET DEPTHBACKFILLED
SC
SP
SM
SP
SM
SP
0.30
2.00
2.70
5.00
5.80
0.00
-0.30
-2.00
-2.70
-5.00
-5.80
-9.00
AD
T
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D
W
VL
L
D
L -MD
D
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 25/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH6/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 508005.0 m E 7060027.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-32SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
Silty SANDfine to medium grained, dark grey, trace medium plasticity clay,trace organicsbecoming pale brown grey, no clay
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
Silty SANDfine to medium grained, brown to pale brown
trace low plasticity clay
SANDfine to medium grained, pale brown
END OF BOREHOLE @ 9.00 mTARGET DEPTHBACKFILLED
SM
SM
SM
SP
0.30
0.70
2.00
5.00
6.50
0.00
-0.30
-0.70
-2.00
-5.00
-6.50
-9.00
AD
T
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D
W
L
D
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 25/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH7/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 508125.0 m E 7059590.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-33SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
L
Silty Clayey SANDfine to medium grained, dark brown, medium plasticity clay, traceorganics
SANDfine to medium grained, pale grey brown
Silty SAND (INDURATED)fine to medium grained, dark brown
Clayey SANDfine to medium grained, orange brown, medium plasticity clay
becoming brown
END OF BOREHOLE @ 9.00 mTARGET DEPTHBACKFILLED
SC
SP
SM
SC
1.00
3.00
7.00
7.50
0.00
-1.00
-3.00
-7.00
-7.50
-9.00
AD
TR
D
GR
OU
ND
WA
TER
OB
SE
RV
ED
AT
1.6
M D
EP
TH
W
M
W
VL
L
VD
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 12/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH8/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507817.0 m E 7059585.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-34SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown
SANDfine to medium grained, pale brown
Clayey SANDfine to medium grained, pale brown, medium plasticity clay
SANDfine to medium grained, pale brown
SAND (INDURATED)fine to medium grained, pale brownSANDfine to medium grained, pale brown
END OF BOREHOLE @ 9.00 mTARGET DEPTH2x STANDPIPE INSTALLED
SM
SP
SM
SP
SC
SP
SP
SP
0.30
1.00
2.00
6.00
7.50
8.10
8.30
0.00
-0.30
-1.00
-2.00
-6.00
-7.50
-8.10
-8.30
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.4 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.4 M
M -W
W
L
VD
L
VD
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH9/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 508036.0 m E 7059404.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
gFile
>> 1
6/09
/201
4 10
:37
8.3
0.00
3 D
atge
l Too
ls
MO
ISTU
RE
CO
ND
ITIO
NC
ON
SIS
TEN
CY
DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-35SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown
SANDfine to medium grained, pale brown
Clayey SANDfine to medium grained, pale brown, medium plasticity clay
SANDfine to medium grained, pale brown
SAND (INDURATED)fine to medium grained, pale brownSANDfine to medium grained, pale brown
END OF BOREHOLE @ 9.00 m
SM
SP
SM
SP
SC
SP
SP
SP
0.30
1.00
2.00
6.00
7.50
8.10
8.30
0.00
-0.30
-1.00
-2.00
-6.00
-7.50
-8.10
-8.30
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.4 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.4 M
M -W
W
L
VD
L
VD
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH9/13A
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 508036.0 m E 7059404.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
97.G
PJ <
<Dra
win
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>> 1
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ON
SIS
TEN
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DE
NS
ITY
STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-36SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
L-M
L
Silty SANDfine to medium grained, dark grey, trace organics
SANDfine to medium grained, pale brown
Silty SAND (INDURATED)fine to medium grained, dark brown
SANDfine to medium grained, pale brown
Clayey SANDfine to medium grained, pale brown, medium plasticity clay
SANDfine to medium grained, pale brown
SAND (INDURATED)fine to medium grained, pale brownSANDfine to medium grained, pale brown
END OF BOREHOLE @ 9.00 m
SM
SP
SM
SP
SC
SP
SP
SP
0.30
1.00
2.00
6.00
7.50
8.10
8.30
0.00
-0.30
-1.00
-2.00
-6.00
-7.50
-8.10
-8.30
-9.00
AD
TR
D
GR
OU
ND
WA
TER
NO
T E
NC
OU
NTE
RE
D T
O 2
.4 M
GR
OU
ND
WA
TER
NO
T O
BS
ER
VE
D F
RO
M 2
.4 M
M -W
W
L
VD
L
VD
L
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 27/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH9/13B
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 508036.0 m E 7059404.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
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STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
5
6
7
8
9
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Geotechnical borehole reports
Appendix B3:A
B3:A-37SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
L
Clayey Sandy SILTdark grey, fine to medium grained sand, medium plasticity clay,with some organics
Silty Sandy CLAYhigh plasticity, grey, fine to medium grained sand
SANDfine to medium grained, brown
becoming dark grey
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
SANDfine to medium grained, brown, trace medium plasticity clay,some zones with increased clay content or fine to coarse grainedsand
Silty SAND (INDURATED)fine to medium grained, dark brown, moderately cemented
SANDfine to medium grained, orange brown, trace silt
END OF BOREHOLE @ 9.00 mTARGET DEPTHBACKFILLED
ML
CH
SP
SM
SP
SM
SP
0.50
2.80
3.80
4.90
5.60
7.00
8.30
0.00
-0.50
-2.80
-3.80
-4.90
-5.60
-7.00
-8.30
-9.00
RD
DS 1.0 - 1.20 m
U50 1.20 - 1.60 m
DS at 2.3m depthtaken from mud binU50 2.50 - 2.90 m
SPT 4.00-4.45 m3, 4, 3 N=7
SPT 5.50-5.95 m1, 1, 2 N=3
SPT 7.00-7.40 m20, 23, 30/100mmN>53
SPT 8.50-8.95 m6, 12, 13 N=25
GR
OU
ND
WA
TER
OB
SE
RV
ED
AT
SU
RFA
CE
W
S
VS
L
D
VL
VD
MD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 11/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH12/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507607.0 m E 7059467.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
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DE
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STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
1
2
3
4
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6
7
8
9
10
Geotechnical borehole reports
Appendix B3:A
B3:A-38SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
L
M
L
M
L-M
Sandy SILTdark brown grey, fine to medium grained sand, trace organicsSANDfine to medium grained, pale grey
Silty SAND (INDURATED)fine to medium grained, dark brown, weakly cemented
becoming moderately cemented
SANDfine to medium grained, brown
Silty SAND (INDURATED)fine to medium grained, dark brown, moderately cemented
becoming weakly cemented
SANDfine to medium grained, brown, trace silt
END OF BOREHOLE @ 9.00 mTARGET DEPTHBACKFILLED
ML
SP
SM
SP
SM
SP
0.20
2.00
2.50
2.90
3.80
6.80
8.40
0.00
-0.20
-2.00
-2.50
-2.90
-3.80
-6.80
-8.40
-9.00
AD
TR
D
DS 0.20 - 0.50 m
SPT 1.00-1.45 m4, 4, 8 N=12
SPT 2.50-2.88 m12, 25, 30/80mm N>55
SPT 4.00-4.25 m25, 30/100mm N>30
SPT 5.50-5.89 m14, 24, 30/90mm N>54
SPT 7.00-7.45 m20, 24, 30 N=54
SPT 8.50-8.95 m5, 10, 8 N=18
GR
OU
ND
WA
TER
OB
SE
RV
ED
AT
0.6
M D
EP
TH
W
F
MD
D
VD
MD
VD
MD
SHEET: 1 OF 1
Field Material DescriptionSamplingDrilling
PE
NE
TRA
TIO
NR
ES
ISTA
NC
E
SOIL/ROCK MATERIAL DESCRIPTION
US
CS
SY
MB
OL
RE
CO
VE
RE
D
WA
TER
RLDEPTH
DE
PTH
(met
res)
ME
THO
D
GR
AP
HIC
LOG
SAMPLE ORFIELD TEST
DRILL RIG: Hydrapower ScoutCONTRACTOR: GeodrillLOGGED: SKDCHECKED: DJQ
GAP gINT FN. F01aRL3
CLIENT:PROJECT:LOCATION:JOB NO:
DATE: 11/6/13DATE: 4/7/13
This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared forgeotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
REPORT OF BOREHOLE: BH13/13
Sunshine Coast CouncilSunshine Coast Airport ExpansionFinland Road137632097
COORDS: 507740.0 m E 7059285.0 m N MGA94 56SURFACE RL: 0.00 m DATUM: AHDINCLINATION: -90°HOLE DIA: 110 mm HOLE DEPTH: 9.00 m
GAP
8_0
8.04
LIB
.GLB
Log
GAP
NO
N-C
OR
ED
FU
LL P
AGE
137
6320
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DE
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STRUCTURE ANDADDITIONAL
OBSERVATIONS
0
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Geotechnical borehole reports
Appendix B3:A
B3:A-39SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENT
GAP Form No. 6 RL7 August 2010
EXPLANATION OF NOTES, ABBREVIATIONS & TERMS USED ON BOREHOLE AND TEST PIT REPORTS
DRILLING/EXCAVATION METHOD AS* Auger Screwing RD Rotary blade or drag bit NQ Diamond Core - 47 mm AD* Auger Drilling RT Rotary Tricone bit NMLC Diamond Core - 52 mm *V V-Bit RAB Rotary Air Blast HQ Diamond Core - 63 mm *T TC-Bit, e.g. ADT RC Reverse Circulation HMLC Diamond Core – 63mm HA Hand Auger PT Push Tube BH Tractor Mounted Backhoe ADH Hollow Auger CT Cable Tool Rig EX Tracked Hydraulic Excavator DTC Diatube Coring JET Jetting EE Existing Excavation WB Washbore or Bailer NDD Non-destructive digging HAND Excavated by Hand Methods
PENETRATION/EXCAVATION RESISTANCE
L Low resistance. Rapid penetration possible with little effort from the equipment used.
M Medium resistance. Excavation/possible at an acceptable rate with moderate effort from the equipment used.
H High resistance to penetration/excavation. Further penetration is possible at a slow rate and requires significant effort from the equipment.
R Refusal or Practical Refusal. No further progress possible without the risk of damage or unacceptable wear to the digging implement or machine.
These assessments are subjective and are dependent on many factors including the equipment power, weight, condition of excavation or drilling tools, and the experience of the operator.
WATER Water level at date shown Partial water loss
Water inflow Complete water loss
GROUNDWATER NOT OBSERVED
The observation of groundwater, whether present or not, was not possible due to drilling water, surface seepage or cave in of the borehole/test pit.
GROUNDWATER NOT ENCOUNTERED
The borehole/test pit was dry soon after excavation. However, groundwater could be present in less permeable strata. Inflow may have been observed had the borehole/test pit been left open for a longer period.
SAMPLING AND TESTING SPT4,7,11 N=18 30/80mm RWHWHB
Standard Penetration Test to AS1289.6.3.1-2004 4,7,11 = Blows per 150mm. N = Blows per 300mm penetration following 150mm seating Where practical refusal occurs, the blows and penetration for that interval are reported Penetration occurred under the rod weight only Penetration occurred under the hammer and rod weight only Hammer double bouncing on anvil
DS Disturbed sample BDS Bulk disturbed sample G Gas Sample W Water Sample FP Field permeability test over section noted FV Field vane shear test expressed as uncorrected shear strength (sv = peak value, sr = residual value) PID Photoionisation Detector reading in ppm PM Pressuremeter test over section noted PP Pocket penetrometer test expressed as instrument reading in kPa U63 Thin walled tube sample - number indicates nominal sample diameter in millimetres WPT Water pressure tests DCP Dynamic cone penetration test CPT Static cone penetration test CPTu Static cone penetration test with pore pressure (u) measurement Ranking of Visually Observable Contamination and Odour (for specific soil contamination assessment projects)
R = 0 R = 1 R = 2 R = 3
No visible evidence of contamination Slight evidence of visible contamination Visible contamination Significant visible contamination
R = A R = B R = C R = D
No non-natural odours identified Slight non-natural odours identified Moderate non-natural odours identified Strong non-natural odours identified
ROCK CORE RECOVERYTCR = Total Core Recovery (%) SCR = Solid Core Recovery (%) RQD = Rock Quality Designation (%)
100runcoreofLength
eredcovrecoreofLength 100
runcoreofLengtheredcovrecorelcylindricaofLength
100runcoreofLength
mm100coreoflengthsAxial
Geotechnical borehole reports
Appendix B3:A
B3:A-40SUNSHINE COAST AIRPORT EXPANSION PROJECT ENvIRONmENTAl ImPACT STATEmENTGAP Form No. 5
RL8
METHOD OF SOIL DESCRIPTION USED ON BOREHOLE AND TEST PIT REPORTS
Combinations of these basic symbols may be used to indicate mixed materials such as sandy clay.
CLASSIFICATION AND INFERRED STRATIGRAPHY Soil and Rock is classified and described in Reports of Boreholes and Test Pits using the preferred method given in AS1726 – 1993, (Amdt1 – 1994 and Amdt2 – 1994), Appendix A. The material properties are assessed in the field by visual/tactile methods.
Particle Size Plasticity Properties
Major Division Sub Division Particle Size
BOULDERS > 200 mm
COBBLES 63 to 200 mm
Coarse 20 to 63 mm
Medium 6.0 to 20 mm GRAVEL
Fine 2.0 to 6.0 mm
Coarse 0.6 to 2.0 mm
Medium 0.2 to 0.6 mm SAND
Fine 0.075 to 0.2 mm
SILT 0.002 to 0.075 mm
CLAY < 0.002 mm
0
10
20
30
40
0 10 20 30 40 50 60 70 80Liquid Limit (%)
Plas
ticity
Inde
x (%
)
MOISTURE CONDITION AS1726 - 1993 Symbol Term Description
D Dry Sands and gravels are free flowing. Clays & Silts may be brittle or friable and powdery. M Moist Soils are darker than in the dry condition & may feel cool. Sands and gravels tend to cohere. W Wet Soils exude free water. Sands and gravels tend to cohere.
CONSISTENCY AND DENSITY AS1726 - 1993 Symbol Term Undrained Shear
Strength Symbol Term Density Index % SPT “N” #
VS Very Soft 0 to 12 kPa VL Very Loose Less than 15 0 to 4 S Soft 12 to 25 kPa L Loose 15 to 35 4 to 10 F Firm 25 to 50 kPa MD Medium Dense 35 to 65 10 to 30 St Stiff 50 to 100 kPa D Dense 65 to 85 30 to 50
VSt Very Stiff 100 to 200 kPa VD Very Dense Above 85 Above 50 H Hard Above 200 kPa
In the absence of test results, consistency and density may be assessed from correlations with the observed behaviour of the material. # SPT correlations are not stated in AS1726 – 1993, and may be subject to corrections for overburden pressure and equipment type.
FILL
GRAVEL (GP or GW)
SAND (SP or SW)
SILT (ML or MH)
CLAY (CL, CI or CH)
ORGANIC SOILS (OL or OH or Pt)
COBBLES or BOULDERS
CL Low plasticity
clay
CL/ML Clay/Silt
OL or ML - Low liquid limit silt
CI Medium plasticity
clay
CH High plasticity
clay
OH or MH High liquid limit
silt
OL or ML Low liquid
limit silt
Geotechnical borehole reports / DCP reports
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