U 10.00 - 10.50 m U50; PP=50kPa U 11.50 - 11.95 m U50, NP; SPT 2,3,3 N=6 D 13.00 - 13.45 m SPT 2,5,8 N=13 D 14.50 - 14.95 m SPT 8,9,12 N=21 SC- CI SP SP SP Interbedded layers of SC/CI SC, CLAYEY SAND, fine to medium grained, light grey, moist to wet, loose, NATURAL CI, SANDY CLAY, intermediate plasticity/fine grained sand, grey, moist, soft to firm, NATURAL SAND, fine to medium grained, pale blue grey, moist, loose to medium dense, NATURAL SAND, fine to medium grained, pale blue grey, moist, medium dense, NATURAL SAND, fine to medium grained, blue grey, moist, medium dense, NATURAL Depth (m) Auger 'TC' Bit Washbore Drilling Coring Auger 'V' Bit Sample or Field Test Recovered Graphic Log RL (m AHD) Groundwater (m) DCP USCS Symbol Casing See Standard Sheets for details of abbreviations & basis of descriptions Cardno Bowler 7/98 Anzac Ave HILLCREST QLD 4118 PH: (07) 3800 6446 FAX: (07) 3800 0816 Date Logged: 11/2/10 Hole No: BH7 Sheet: 3 of 4 Date Completed: 11/2/10 Date Started : 11/2/10 Driller: Matt Job No: 9243 Angle from Horizontal: 90° Bit: TC Bit Contractor: DRILLSURE Logged By: RH Rig Type: Hydropower Scout - Track Mounted Surface Elevation: Client: Leda Developments Project: Cobaki Lakes Development Location: Piggabean Road, Piggabean Casing Diameter: 100mm BOREHOLE LOG SHEET Position: Refer to Site Sketch (SYMBOL, SOIL NAME, plasticity/particle characteristics, colour, minor components, moisture, consistency, structure, ORIGIN) Description BG LIB 04.GLB Log BG SOIL LOG 9243-LOGS.GPJ <<DrawingFile>> 22/03/2010 13:51 10.5 11.0 11.5 12.0 12.5 13.0 13.5 14.0 14.5
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U 10.00 - 10.50 mU50; PP=50kPa
U 11.50 - 11.95 mU50, NP; SPT 2,3,3 N=6
D 13.00 - 13.45 mSPT 2,5,8 N=13
D 14.50 - 14.95 mSPT 8,9,12 N=21
SC-CI
SP
SP
SP
Interbedded layers of SC/CISC, CLAYEY SAND, fine to medium grained, light grey, moist to wet, loose, NATURALCI, SANDY CLAY, intermediate plasticity/fine grained sand, grey, moist, soft to firm, NATURAL
SAND, fine to medium grained, pale blue grey, moist, loose to medium dense, NATURAL
SAND, fine to medium grained, pale blue grey, moist, medium dense, NATURAL
SAND, fine to medium grained, blue grey, moist, medium dense, NATURAL
Dep
th (
m)
Aug
er 'T
C' B
it
Was
hbor
e
Drilling
Cor
ing
Aug
er 'V
' Bit
Sample orField Test
Rec
ove
red
Gra
phic
Log
RL
(m A
HD
)
Gro
undw
ater
(m
)
DC
P
US
CS
Sym
bol
Cas
ing
See Standard Sheets for details ofabbreviations & basis of
Job Number : G1001-104Test Date : 21/01/2010DGPS Position : 56J 0546576, 6883443DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 3.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
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_0m Predrill fill material _3m Loose sand _4m Indurated sands _6m Very stiff clay _8m Medium dense clayey sand _9m Stiff clay _14m Loose sand _23m Dense clayey sand _25m XW Rock _25.19m Refusal CPT terminated at 25.19m
tarnya.frost
Typewritten Text
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT19
Job Number : G1001-104Test Date : 21/01/2010DGPS Position : 56J 0547089, 6883866DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 3.50mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
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Tested By : Michael O'Rourke Test Class : IGS-3Checked By : CS
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_0m FILL Predrill _3.5m Dense clayey sand _4.5m Stiff clay _6m Medium dense clayey sand _7m Very stiff clay _9m XW Rock _9.52m Refusal CPT terminated at 9.52m
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT20
Job Number : G1001-104Test Date : 21/01/2010DGPS Position : 56J 0546816, 6883991DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 2.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Michael O'Rourke Test Class : IGS-3Checked By : CS
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_0m Predrill FILL _2m Very stiff clay Soft bands throughout _3m Stiff sandy clay _4.5m Very stiff sandy clay _7.5m Hard sandy clay _8m XW Rock _8.43m Refusal CPT terminated at 8.43m
25
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT21
Job Number : G1001-104Test Date : 21/01/2010DGPS Position : 56J 0546615, 6883856DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 2.00mDissipation Tests @ : N/ATerminated Due To : Abrupt Tilt
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
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_2m Medium dense clayey sand _3m Soft clay _6m Dense sand _8m Very stiff clay _11m Loose clayey sand/sand _17m Very stiff sandy clay _20.5 Loose sand _22.93m Refusal CPT terminated at 22.93m
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT22
Job Number : G1001-104Test Date : 20/01/2010DGPS Position : 56J 0546680, 6884194DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 3.00mDissipation Tests @ : N/ATerminated Due To : Equipment at Risk
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : LI
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_0m Predrill fill material _3m Medium dense sand _4m Hard clay _10m Loose clayey sand _14m XW Rock _14.6 Refusal CPT terminated at 14.6m
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT23
Job Number : G1001-104Test Date : 20/01/2010DGPS Position : 56J 0546897, 6884381DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 2.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Michael O'Rourke Test Class : IGS-3Checked By : CS
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_2m Very stiff clay _4.5m Indurated sands _7.5m Medium dense clayey sand _8.5m Very stiff clay _13m Hard clay _14m XW Rock _15.86m Refusal CPT terminated at 15.86m
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT24
Job Number : G1001-104Test Date : 20/01/2010DGPS Position : 56J 0546697, 6884296DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 3.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : MO
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_0m Fill predrill _2.7m Firm clay _3.2m Medium dense clayey sand _3.7m Stiff sandy clay _7.2m Medium dense clayey sand _8.7m Stiff sandy clay _12.2m Sand & gravel _13m Loose clayey sand _14.5 Medium dense clayey sand _16m XW Rock _16.3m Refusal CPT terminated at 16.3m
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT25
Job Number : G1001-104Test Date : 19/01/2010DGPS Position : 56J 0546532, 6884058DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Equipment at Risk
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : LI
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Typewritten Text
_0m Silty sandy clay _0.2m Mixed soils, FILL _0.9m Stiff clay _2m Very stiff sandy clay _5.5m Hard clay _7m Very stiff clay _8.2m Hard clay _10m Very stiff clay with increasing sand content with depth _12m Firm clay _13.5m Sand and gravel _14.5m Refusal CPT terminated at 14.5m
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT26
Job Number : G1001-104Test Date : 20/01/2010DGPS Position : 56J 0546621, 6884060DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Equipment at Risk
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : LI
Insitu
Geotech
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Typewritten Text
_0m Very stiff clay _1m Indurated sands _2m Very stiff clay _10m Loose clayey sand _13.95m XW Rock _14.2m Refusal CPT terminated at 14.2m
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT27
Job Number : G1001-104Test Date : 20/01/2010DGPS Position : 56J 0546617, 6884345DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Michael O'Rourke Test Class : IGS-3Checked By : CS
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Typewritten Text
_0m Medium dense clayey sand _0.4m Very stiff clay _1m Hard sandy clay _2.5m XW Rock _4.05m Refusal CPT termination at 4.05m
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT27A
Job Number : G1001-104Test Date : 20/01/2010DGPS Position : 56j 0546617, 6884345DGPS Format : Aus Geod'84
Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Michael O'Rourke Test Class : IGS-3Checked By : CS
Insitu
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Typewritten Text
_0m Medium dense clayey sand _0.4m Very stiff clay _1m Hard sandy clay _2m XW Rock _4.5m Refusal CPT terminated at 4.5m
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT28
Job Number : G1001-104Test Date : 20/01/2010DGPS Position : 56J 0546488, 6884261DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Michael O'Rourke Test Class : IGS-3Checked By : CS
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Typewritten Text
_0m Medium dense clayey sand _0.6 Clay Very stiff sandy clay with hard bands Very stiff sandy clay _14m XW Rock _14.6m Refusal CPT terminated at 14.6m
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT29
Job Number : G1001-104Test Date : 19/01/2010DGPS Position : 56J 0546313, 6883651DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 3.00mDissipation Tests @ : N/ATerminated Due To : Equipment at Risk
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : LI
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Typewritten Text
_0m Fill predrill _2m Soft sandy clay _5.5m Hard clay _7m Very stiff clay _13m Stiff clay _14.5 Hard clay _17.5m Very stiff clay _18.5 Hard clay _19.15m Refusal CPT terminated at 19.15m
25
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT30
Job Number : G1001-104Test Date : 19/01/2010DGPS Position : 56J 0546301, 6883550DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 3.00mDissipation Tests @ : N/ATerminated Due To : Equipment at Risk
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : LI
Insitu
Geotech
Services
Pty Ltd
Po
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Typewritten Text
_0m Fill Predrill _3m Soft sandy clay _5m Very stiff clay _7.5m Hard clay _9m Very stiff sandy clay _10.5m Loose sand _15.5m Sand and gravel _17m Loose clayey sand _20.15m Refusal CPT terminated at 20.15m
25
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT31
Job Number : G1001-104Test Date : 19/01/2010DGPS Position : 56J 0546212, 6883368DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : GB
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Typewritten Text
_0m Mixed soils Sand/gravel/ silt, FILL _2m Firm clay _3.5m Very stiff clay _5m Medium dense clayey sand _6.5m Very stiff clay _9m Stiff sandy clay _12m Very stiff sandy clay _21m Hard sandy clay _21.52m Refusal CPT terminated at 21.52m
25
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT33
Job Number : G1001-104Test Date : 18/01/2010DGPS Position : 56J 0546522, 6883044DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 3.00mDissipation Tests @ : N/ATerminated Due To : Equipment at Risk
CARDNO BOWLERCobaki Lakes DevelopmentCobaki, NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : GB
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Typewritten Text
_0m Silty sand/silty sandy gravel FILL _2m Bluestone gravel _2.6m Loose sand and Clayey sand _4m Stiff clay _5.5m Very stiff clay _11.5m Stiff clay _16m Firm sandy clay _17m Very loose clayey sand _19m Medium dense clayey sand _20m Dense sand _21m Dense sand and gravel _22.5 Refusal CPT terminated at 22.5m
25
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT34
Job Number : G1001-104Test Date : 27/01/2010DGPS Position : 56J 0546613, 6883004DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Equipment at Risk
CARDNO BOWLERCobaki Lakes DevelopmentCobaki NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : CS
Insitu
Geotech
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Po
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Typewritten Text
_0m Silty Sand _1m Soft clay _2m Medium dense clayey sand _4m Stiff clay _5m Very stiff clay _10m Stiff clay _15m Dense sand tending to DW rock _20.26 Refusal CPT terminated at 20.26m
20
15
10
5
0
Depth
(m
)
0 500 1000 1500 2000
Sleeve Friction (kPa)0 50 100 150 200
0 10 20 30 40
Uncorrected Cone Resistance - qc (MPa)0 1 2 3 4
0 5 10Friction Ratio (%)
IGS
CONE PENETROMETER TEST RESULT
CPT35
Job Number : G1001-104Test Date : 18/01/2010DGPS Position : 56J 0546267, 6882696DGPS Format : Aus Geod '84
Cone Number : S15CFII.E48Predrill Depth : 0.00mDissipation Tests @ : N/ATerminated Due To : Sleeve Refusal
CARDNO BOWLERCobaki Lakes DevelopmentCobaki, NSW
Tested By : Chris Stanley Test Class : IGS-3Checked By : GB
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Typewritten Text
_0m Silt/sand _1m Very stiff clay _7m Medium dense clayey sand _9m Very stiff clay _14m Medium dense clayey sand _16.4m Hard sandy clay _17m XW Rock _17.75 Refusal CPT terminated at 17.75m