Post on 29-Nov-2021
6.61m: P, 10°, pl, ro, Fe
9.37m: J, 25°, un, sm9.29m: P, 5°, un, sm, cy9.15m: P, sh, pl, ro, cy
8.19m: P, 10°, pl, sm,Fe
8.18m: J, 75°, pl, ro, Fe
8.05m: J, sv-80°, un, he,discoloured
7.99m: P, sh, pl, ro, Fe
BOREHOLE LOG
From 4.3m, orange-brown and greylow to medium strength, highly tomoderately weathered sandstone
5.75
87
3.25
0.8
0.4
SANDSTONE - Medium strength,slightly weathered to fresh, greysandstone with irregular bedding,very fine to fine grained with somecarbonaceous laminations
6.57m: P, 15°, un, ro, Fe
SANDSTONE - Very low strength,highly weathered red andorange-brown, fine grainedsandstone with bands of extremelylow strength, extremely weatheredlight grey clayey sandstone
SANDSTONE - Extremely lowstrength, extremely weathered, lightgrey and red clayey sandstone
CLAY - Very stiff, brown clay withsome silt and sand, M>Wp
SILTY CLAY - Dark brown silty clay
From 8.5m, high strength, fresh
7.35m: J, 70°, pl, he, Fe
C
C
C
S, pp
200 - 250 kPa
11,14,20N = 34
> 600 kPa
100
100
100
97
92
pp
4.1m: P, 5°, pl, ro
6.19m: P, 10°, pl, ro, Fe
5.71m: P, 10°, un, ro5.62m: DB5.46m: P, 10°, pl, ro5.2m: P, sh, pl, ro5.17m: P, sh, pl, ro5.13m: P, sh, pl, ro4.94m: P, 5°, pl, ro4.8m: P, 5°, pl, ro
4.55m: J, 60°, pl, ro
3.86m: P, sh, pl, ro3.72m: P, 5°, pl, ro3.64m: P, 5°, un, he3.57m: P, 5°, un, ro3.4m: P, 10°, un, ro3.38m: J, 20°, pl, he
PL(A) = 0.63MPa
PL(A) = 0.38MPa
PL(A) = 0.41MPa4.66m: J, 20°, pl, ro
Initials:
SAMPLING & IN SITU TESTING LEGEND
SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--
CLIENT:PROJECT:
CHECKED
Date:
Descriptionof
Strata
EW
HW
MW
SW
FS FR
Degree ofWeathering
Wat
erDepth(m)
Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m
DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
1
2
3
4
5
6
7
8
9
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 1 OF 5
Mansfield Street, GretaLOCATION:
RIG: Scout 2
RL
5655
5453
5251
5049
4847
0.01 Ty
peB - BeddingS - Shear
Test Results&
Comments
RockStrength
J - JointD - Drill Break
FractureSpacing
(m)
Discontinuities
Cor
eR
ec. %
0.05
Sampling & In Situ Testing
Gra
phic
Log
RQ
D%
1.00
0.50
0.10
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
FractureSpacing
(m)
18.78m: MFr, 10°-75°,un, sm18.9m: MFr, 30°, pl, sm19.2m: MFr, 40°, pl, sm
19.87m: J, 15°, pl, sm,
SANDSTONE - Medium strength,slightly weathered to fresh, greysandstone with irregular bedding,very fine to fine grained with somecarbonaceous laminations(continued)
From 12.5m, pyrite flecks and blebs
At 15.25m, pebbly inclusions,800mm thick
At 15.64m, rock fragments, > 60mm
At 17.97m, pebbly inclusions,330mm thickAt 18.2m, rock fragments, > 60mmwith mineral veneer
17.5m: J, 20°, pl, sm
0.01
0.05
Discontinuities
J - JointD - Drill Break
B - BeddingS - Shear Ty
pe
97
BOREHOLE LOG
C 100
98
100
100
100
100
100
17.81m: J, 45°, pl, sm,calcite
C
17.56m: J, 20°, pl, sm
C
C
PL(A) = 2.18MPaPL(D) = 1.26MPa
PL(A) = 1.68MPaPL(D) = 1.13MPa
>>
>>
15.37m: J, 45°, pl, ro
16.33m: J, 45°, pl, ro
16.99m: J, 30°, pl, sm
Sampling & In Situ Testing
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
CHECKED
CLIENT:PROJECT:
SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--
SAMPLING & IN SITU TESTING LEGEND
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
11
12
13
14
15
16
17
18
19
RL
RIG: Scout 2
LOCATION:
LOGGED: Bear
Depth(m)
Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m
Mansfield Street, Greta
CASING: HW - 2.9m
BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 2 OF 5
4645
4443
4241
4039
3837
DRILLER: Ground Test (Simon)
Cor
eR
ec. %
Gra
phic
Log Test Results
&Comments
Date:
1.00
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
RQ
D%W
ater
RockStrength
0.10
Degree ofWeathering
EW
HW
MW
SW
FS FR
Descriptionof
Strata
Initials:
0.50
26.44m: J, 45°, pl, he
From 20.5m to 21.3m,conglomerate, medium to highstrength
27.85m: P, sh, pl, ro27.67m: MFr, 50°, pl, ro
27.62m: J/MFr, 20°, pl,sm, CBS
27.54m: J/MFr, 15°, un,ro
27.24m: P, sh, pl, sm,possible MFr
BOREHOLE LOG
97
100
21.3
96
SANDSTONE - Medium strength,slightly weathered to fresh, greysandstone with irregular bedding,very fine to fine grained with somecarbonaceous laminations(continued)
At 27.88m, conglomerate, 420mmthick
At 27.25m, carbonaceouslaminations, 100mm thick
At 27.19m to 27.25m, increasedweathering at partings, fresh stained
At 25.6m, pebbly band
From 23.2m, conglomerate, 550mmthick
SANDSTONE - High strength, fresh,grey, fine to medium grainedsandstone with some coarse grainedsand and pebbly inclusions
25.6m: DB
C
C
C
C
C
27.2m: P, sh, pl, sm,possible MFr
100
100
100
100
100
pyrite
23.73m: P, 10°, pl, sm
23.44m: P, 10°, sm, pl,CBS 10mm
23.25m: J, 25°, pl, he23.22m: DB
23.07m: J, 55°, un, sm,poss MFr
22.87m: P, 5°, pl, ro, Fe
22.73m: J, 40°, pl, sm,Fe
21.3m: Fault, 60°, un,sm
PL(A) = 1.12MPa
PL(A) = 1.23MPaPL(D) = 0.59MPa
PL(A) = 0.98MPaPL(D) = 0.78MPa
PL(A) = 1.81MPaPL(D) = 0.57MPa
FractureSpacing
(m)
21.95m: J, 60°, un, he
CHECKED
21
22
23
24
25
26
27
28
29
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
SAMPLING & IN SITU TESTING LEGEND
SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--
100
LOCATION:
Date:
Initials:
CLIENT:PROJECT:
3635
3433
3231
3029
2827
Depth(m)
Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m
DRILLER: Ground Test (Simon) CASING: HW - 2.9m
RL
RIG: Scout 2
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 3 OF 5
Mansfield Street, Greta
Descriptionof
Strata
LOGGED: Bear
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
Sampling & In Situ Testing
0.50 Ty
pe
1.00
B - BeddingS - Shear
J - JointD - Drill Break
Discontinuities
0.05
0.01
100
EW
HW
MW
SW
FS FR
Degree ofWeathering
Wat
er
0.10
Test Results&
CommentsGra
phic
Log
Cor
eR
ec. %
RQ
D%
RockStrength
At 34.57m, fragmented, 20mm
RUBBLE/COAL - Medium to highstrength, slightly weathered, blackbright coal, highly fractured
CORE LOSS
RUBBLE/COAL - Medium to highstrength, slightly weathered, blackbright coal, highly fractured, somefragments of coke
RUBBLE / VOID
VOID
From 34.8m to 35.35m, fragmentedto highly fractured
At 34.59m, brown sandstone, 60mmthick
From 33.6m to 34.05m, pyriteinclusions
COAL - Medium to high strength,slightly weathered, black bright coalwith dull bands, fractured
At 31.68m, conglomerate, 760mmthick
At 31.24m, pebbly band, 50mmAt 30.63m, conglomerate, 100mm
At 30.56m, siltstone, highlyfractured, 60mm thick
At 30.33m, pebbly band, 110mmthick
At 30.2m, pyrite, 50mm
SANDSTONE - High strength, fresh,grey, fine to medium grainedsandstone with some coarse grainedsand and pebbly inclusions(continued)
From 34.8m to 36.2m, mineralstaining on fractures (yellow andwhite)
BOREHOLE LOG
96
39.5
39.3
38.7
36.55
36.2
33.25
100
C
C
C
C
C
20
100
100
0
0
98
96
90
30.8m: J/MFr, pl, ro(30.7-30.95)
39.3m: CORE LOSS:200mm
From 33.3m to 36.2m,sv cleats
33.25m: P, 5°, pl, sm
31.85m: J/MFr, 45°, pl,ro, Fe
31.74m: J/MFr, 80°, pl,ro, Fe
31.7m: J/MFr, 60°, pl,ro, Fe
31.68m: DB, CBS
31.28m: DB
30.56m: P, un, ro, Fe
30.18m: J, 25°, un, sm30.11m: DB
PL(A) = 1.05MPa
PL(A) = 1.58MPa
PL(A) = 0.8MPaPL(D) = 1.5MPa
31.43m: DB, CBS
Degree ofWeathering
CHECKED
Date:
Initials:
RQ
D%
EW
HW
MW
SW
FS FR
SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--
Wat
er
RockStrength
Test Results&
CommentsCor
eR
ec. %
Descriptionof
Strata
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
Depth(m)
Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m
DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear
2625
2423
2221
2019
1817
CLIENT:PROJECT:
BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 4 OF 5
Mansfield Street, GretaLOCATION:
RIG: Scout 2
RL
31
32
33
34
35
36
37
38
39
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
SAMPLING & IN SITU TESTING LEGEND
Gra
phic
Log
1.00
FractureSpacing
(m)
0.01
0.05
Discontinuities
J - JointD - Drill Break
B - BeddingS - Shear
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
0.50
0.10 Ty
pe
Sampling & In Situ Testing
C
C41.8
0
42.5
B - BeddingS - Shear
Discontinuities
0.01
FractureSpacing
(m)
90
90
BOREHOLE LOG
41.7
55
41.85m: DB
42.25m: Fault, 50°, pl,polished, cy
42.1742.15m: DB
41.8m: DB
41.7m: CORE LOSS:100mm
41.3m: J, sv, pl, sm(41.0-41.7)
40.9m: J, 75°, pl, sm
42.2m: Fault, 50°, un,polished, 10mm gauge,clayey sand and rockfragments
SILTSTONE - High strength, slightlyweathered, grey siltstone
40.7
40.0
Bore discontinued at 42.5m, limit ofinvestigation
SANDSTONE - High strength,slightly weathered, dark grey -brown fine grained sandstone
CORE LOSS
COAL - Medium to high strength,slightly weathered, black bright coal
CLAY/CLAYSTONE - Extremely lowto very low strength, extremelyweathered to highly weathered, greyclay/claystone, highly fractured
J - JointD - Drill Break
CLIENT:PROJECT:
RL
41
42
43
44
45
46
47
48
49
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
LOCATION:
SURFACE LEVEL: 56.91 AHDEASTING: 348334.15NORTHING: 6382747.72DIP/AZIMUTH: 90°/--
Mansfield Street, Greta
CHECKED
Date:
0.05
SAMPLING & IN SITU TESTING LEGEND
Depth(m)
Water loss at 17.81mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.25m to 42.5m
DRILLER: Ground Test (Simon)RIG: Scout 2 LOGGED: Bear
1615
1413
1211
109
87
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
BORE No: 2PROJECT No: 39129.01DATE: 13-17/08/09SHEET 5 OF 5
CASING: HW - 2.9m
Gra
phic
Log
Cor
eR
ec. %
RQ
D%
1.00
0.10
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
Sampling & In Situ Testing
Type
0.50
Degree ofWeatheringDescription
ofStrata
EW
HW
MW
SW
FS FR
Initials:
Wat
er
RockStrength
Test Results&
Comments
PL(A) = 0.28MPa
BOREHOLE LOG
PL(A) = 0.55MPaPL(D) = 0.44MPa
PL(A) = 0.29MPa
PL(D) = 0.14MPaPL(A) = 0.27MPa
10,12,16N = 28
> 600 kPa
4,6,8N = 14
400 kPa
4m: DB
SANDY CLAY - Stiff to very stiff,brown and orange-brown finegrained sandy clay, M Wp,increasing stiffness with depth,grading to extremely low strength,extremely weathered sandstone
4.15m: DB
C
5.24m: P, 10°, un, sm,Fe
7.32m: DB7.23m: P, 5°, pl, ro, Fe
6.88m: J, 40°, irregular,ro, Fe
6.63m: P/poss DB, sh,pl, ro
6.59m: P/poss DB, 5°,un, ro
6.28m: DB
6.12m: Fr, 80°, irregular,sm, some Fe
5.95m: P, 5°, pl, sm, Fe5.73m: DB5.6m: P, sh, un, sm, Fe
5.5m: P, 20°, pl, he,stained
8.4m: Fr, sh-sv,un/irregular, he
5.07m: P, 5°, pl, ro, Fe
5m: J, 50°-80°, un, sm,Fe
4.88m: P, 5°, pl-sm, cy4.81m: DB4.75m: DB4.65m: J, sv, pl, he4.55m: P, 10°, pl, sm4.53m: J, 30°, un, ro4.34m: P, 5°, pl, ro
4.2m: J, 80°, un, he,stained
5.52m: P, 15°, pl, sm
SANDSTONE - Extremely low tovery low strength, extremelyweathered to highly weathered, redand light grey clayey fine grainedsandstone, irregular bedding
C
C
S, pp
S, pp
99
100
7.98m: P, 10°, pl, ro, Fe7.99m: P, sh, pl, ro, Fe
93
97
92
9.62m: J, 80°, pl, ro, Fe9.33m: DB9.18m: J, 70°, he, Fe, un9.15m: J, sv, he, Fe, un
8.95m: J, 30°-80°, un,ro, Fe
8.68m: J, 80°, un, ro, Fe
100
EW
HW
MW
SW
FS FR
CHECKED
Date:
Initials:
Descriptionof
Strata
SAMPLING & IN SITU TESTING LEGEND
Degree ofWeathering
Wat
er
RockStrength
Test Results&
Comments
Depth(m)
Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m
DRILLER: Ground Test (Simon) CASING: HW - 3.0mLOGGED: Bear
5958
5756
5554
5352
5150
CLIENT:PROJECT:
SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 1 OF 6
Mansfield Street, GretaLOCATION:
RIG: Scout 2
RL
1
2
3
4
5
6
7
8
9
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
Cor
eR
ec. %
0.05
0.01
FractureSpacing
(m) J - JointD - Drill Break
B - BeddingS - Shear
2.0
3.85
Gra
phic
Log
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
SANDSTONE - Low strength, highlyto moderately weathered with bandsof extremely low strength, extremelyweathered, red and light grey finegrained sandstone, irregularbedding
RQ
D%
1.00
0.50
From 4.3m, orange and grey-brown
Discontinuities Sampling & In Situ Testing
From 7.4m, orange brown and grey,medium strength, moderatelyweathered
Type
0.10
16.2m: DB
19.29m: DB
18.95m: DB
18.63m: DB
17.54m: DB
17.23m: P, 5°, un, sm,trace cy
17.09m: DBFrom 17.0m, high to very highstrength
16.24m: P, sh, pl, ro
16.16m: J, sv, pl, he, ca16.11m: P, 5°, pl, sm16.05m: DB/MFr, 10°
15.72m: MFr, 60°, pl, ro
14.5m: J, 85°-sv, un,sm, pyrite (730mm)
13.78m: DB, (inclusiondeteriorated)
13.13m: P, 10°, un, ro,pyrite + cbs
12.97m: P/DB, 10°, pl,ro, ca
12.92m: P/DB, 10°, pl,ro, ca
16.85m: J/MFr, 70°, pl,sm
From 12.55m, trace pyrite nodules,up to 30mm and spaced up to 2mapart
SANDSTONE - Medium to highstrength, fresh, grey very fine to finegrained sandstone, somecarbonaceous laminations, andsome pebbly bands and inclusions
From 11.05m, siltstone
SANDSTONE - Medium strength,moderately weathered,orange-brown and grey, fine grainedclayey sandstone
CORE LOSS
SANDSTONE - Medium strength,moderately weathered,orange-brown and grey sandstone
BOREHOLE LOG
12.26m: DB
9.65m: J, 80°, pl, he, Fe
12.77m: MFr, 15°, pl, sm
100
100
99
100
96
93
11.13m: P, 5°, un, sm,cy
11.05m: J, 20°, un, ro,Fe
10.63m: P, 15°, pl, ro,cbs CORE LOSS:30mm
10.57m: J, 65°, pl, he,Fe
10.43m: J, 65°, pl, ro
10.19m: DB
100
12.16m: P, 10°, pl, ro, cy11.76m: DB11.58m: DB
11.15m: P, 5°, un, sm,cy
>>
PL(A) = 3.06MPaPL(D) = 2.43MPa
PL(A) = 2.07MPaPL(A) = 2.36MPa
100
PL(A) = 0.37MPaPL(D) = 0.12MPa
12.57m: DB/Fr
C
C
C
C
PL(A) = 0.87MPa
SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--
CLIENT:PROJECT:
CHECKED
Date:
11
12
13
14
15
16
17
18
19
EW
HW
MW
SW
FS FR
Degree ofWeathering
Wat
er
RockStrength
Initials:
Depth(m)
Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m
DRILLER: Ground Test (Simon) CASING: HW - 3.0mLOGGED: Bear
SAMPLING & IN SITU TESTING LEGEND
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 2 OF 6
Mansfield Street, GretaLOCATION:
RIG: Scout 2
RL
Descriptionof
Strata
4948
4746
4544
4342
4140
TypeB - Bedding
S - ShearJ - JointD - Drill Break
Discontinuities
0.05
0.01
11.15
10.6610.63
10.0
0.10
1.00
0.50
FractureSpacing
(m)
Cor
eR
ec. %
RQ
D%
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
Gra
phic
Log Test Results
&Comments
Sampling & In Situ Testing
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
27.22m: P, sh, un, sm,cy27.37m: DB27.45m: DB
SANDSTONE - High to very highstrength, fresh, grey very fine to finegrained sandstone, somecarbonaceous laminations, andsome pebbly bands and inclusions
From 28.13m, calcite inclusionFrom 28.15m to 29.65m, pebblybands and inclusions
20.0
24.69m: DB
FractureSpacing
(m)
23.48m: DB0.
01
0.05
Discontinuities
J - JointD - Drill Break
B - BeddingS - Shear Ty
pe
Sampling & In Situ Testing
BOREHOLE LOG
C 100
100
100
100
100
100
100
100
26.97m: P, sh, un, sm,siltstone 2mm
C
C
C
PL(A) = 3.09MPaPL(D) = 2.22MPa
PL(A) = 1.76MPa
>>
>>
21.25m: J, 65°, pl, sm,ca
22.1m: DB
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--
SAMPLING & IN SITU TESTING LEGEND
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
21
22
23
24
25
26
27
28
29
RL
RIG: Scout 2
LOCATION:
Date:
BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 3 OF 6
CHECKED
3938
3736
3534
3332
3130
LOGGED: Bear CASING: HW - 3.0mDRILLER: Ground Test (Simon)TYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85mWATER OBSERVATIONS: No free groundwater observed during drillingREMARKS: Water loss at 21m
Depth(m)
Mansfield Street, Greta
RockStrength
CLIENT:PROJECT:
Test Results&
CommentsGra
phic
Log
Wat
er
Cor
eR
ec. %
RQ
D%
1.00
0.50
0.10
Initials:
Descriptionof
Strata
EW
HW
MW
SW
FS FR
Degree ofWeathering
36.22m: DB
31m: MFr, 20°, un
39.63m: MFr, 35°, pl, ro39.6m: MFr, 45°, pl, ro39.53m: MFr, 55°, un, ro
36.56m: DB
35.32m: DB/Fr
34.65m: DB/Fr
34.19m: J, 65°, pl, he,ca
33.79m: DB33.38m: DB
33.34m: J, 40°, pl, he,ca
39.24m: J, 20°, un, ro,ca
At 35.93m, conglomerate, 300mmthick
FractureSpacing
(m)
BOREHOLE LOG
At 39.07m, pale grey-brown, 330mm
30.93m: MFr, 5°, un
At 35.75m, pebbly, 180mm
SANDSTONE - High to very highstrength, fresh, grey fine to mediumgrained sandstone, slightly fracturedto unbroken with some pebblybands and inclusions
From 34.6m, some coarser bands
At 32.3m, pebbly band, 20mm thick
At 31.97m, carbonaceouslaminations 60mm
SANDSTONE - High to very highstrength, fresh, grey very fine to finegrained sandstone, somecarbonaceous laminations, andsome pebbly bands and inclusions(continued)
At 39.4m, conglomerate, 140mm
31.06m: DB
100
100
100
100
100
100
100
100
100
100
30.9m: DB
>>
PL(D) = 3.32MPa
PL(A) = 2.02MPaPL(A) = 1.32MPa
PL(A) = 2.85MPaPL(D) = 1.21MPa
35.5
C
C
C
C
C
31
32
33
34
35
36
37
38
39
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
SAMPLING & IN SITU TESTING LEGEND
RIG: Scout 2
CLIENT:PROJECT:LOCATION:
CHECKED
Date:
0.01
Initials:
SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--
Depth(m)
Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m
DRILLER: Ground Test (Simon)
RL
LOGGED: Bear
2928
2726
2524
2322
2120
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 4 OF 6
Mansfield Street, Greta
CASING: HW - 3.0m
1.00
0.10
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
RQ
D%
TypeB - Bedding
S - ShearJ - JointD - Drill Break
Discontinuities
0.05
Sampling & In Situ TestingDescriptionof
Strata
EW
HW
MW
SW
FS FR
Degree ofWeathering
0.50 C
ore
Rec
. %Wat
er
Gra
phic
Log
RockStrength
Test Results&
Comments
48.22m: MF/P, 10°, pl,ro
48.73
48.32m: DB
48.13m: sh-5°,P/lamination 10mmthick, sm, pl
48.12m: sh-5°,P/lamination 10mmthick, sm, pl
45.35m: MFr
44.79m: P, sh, sm44.73m: P, sh, pl, sm, cy44.63m: DB
43.89m: DBFrom 44.37m to 44.73m, pebblybands
BOREHOLE LOG
VOID
COAL - Medium to high strength,slightly weathered, black coal,fragmented to highly fractured
At 48.3m, conglomerate, 420mm
From 44.79m, conglomerate,520mm
From 42.97m to 44.79m, bands ofvery fine sandstone/siltstone up to110mm thick and up to 200mmspacing
At 42.79m, very fine sandstone,18mm
At 40.63m, conglomerate, 140mm
SANDSTONE - High to very highstrength, fresh, grey fine to mediumgrained sandstone, slightly fracturedto unbroken with some pebblybands and inclusions (continued)
42.97m: P, 5°, un, ro
At 47.74m, conglomerate, 250mm
43.22m: DB
22
100
100C
C
22
97
98
100100
PL(A) = 1.95MPaPL(D) = 2MPa
42.87m: J, 20°, pl, sm,ca
42.83m: DB in very finegrained ss
42.81m: DB in very finegrained ss
42.79m: DB in very finegrained ss
42.02m: DB, CBS
40.32m: P, di, 5°, un,sm, siltstone
C
PL(A) = 1.97MPaPL(D) = 3.13MPa
43.12m: DB
PL(A) = 2.03MPaPL(D) = 1.01MPa
PL(A) = 2.46MPa
PL(A) = 2.99MPaPL(D) = 3.18MPa
C
PL(A) = 1.22MPa
Date:
41
42
43
44
45
46
47
48
49
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
SAMPLING & IN SITU TESTING LEGEND
SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--
CLIENT:PROJECT:
RL
CHECKED
RIG: Scout 2
48.96
1918
1716
1514
1312
1110
Depth(m)
Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m
DRILLER: Ground Test (Simon) CASING: HW - 3.0m
Initials:A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 5 OF 6
Mansfield Street, GretaLOCATION:
LOGGED: Bear
0.10
Descriptionof
Strata
0.50
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h B - BeddingS - Shear
J - JointD - Drill Break
Discontinuities
0.05
0.01
FractureSpacing
(m)
Type
RockStrength
EW
HW
MW
SW
FS FR
Degree ofWeathering Sampling & In Situ Testing
Wat
er
1.00 R
QD
%Gra
phic
Log
Cor
eR
ec. % Test Results
&Comments
Sampling & In Situ Testing
Bore discontinued at 54.85m, limit ofinvestigation, due to rubble andblocked water in clay
52.88
53.954.02
54.85
COAL - Medium to high strength,slightly weathered, black coal, highlyfractured to fractured
RUBBLE/VOID
FractureSpacing
(m)
22
0.05
BOREHOLE LOG
J - JointD - Drill Break
B - BeddingS - Shear Ty
pe
C
13
0
22
13
100
C
CLAY/CLAYSTONE - Extremely lowto very low strength, extremelyweathered to highly weathered (stiffto very stiff), grey clay/claystone
pp
Discontinuities
pp
150 - 250 kPa
150 - 300 kPa
VOID (continued)
C
51
52
53
54
55
56
57
58
59
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
SAMPLING & IN SITU TESTING LEGEND
SURFACE LEVEL: 59.37 AHDEASTING: 348130.2NORTHING: 6382500.11DIP/AZIMUTH: 90°/--
CLIENT:PROJECT:
Date:
RIG: Scout 2
Initials:
0.01
CHECKED
98
76
54
32
10
Depth(m)
Water loss at 21mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.85m to 54.85m
DRILLER: Ground Test (Simon) CASING: HW - 3.0m
RL
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
BORE No: 3PROJECT No: 39129.01DATE: 18-19/08/09SHEET 6 OF 6
Mansfield Street, GretaLOCATION:
LOGGED: Bear
RQ
D%
Test Results&
Comments
Descriptionof
Strata Gra
phic
Log
Cor
eR
ec. %
1.00
0.50
Wat
er
0.10
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
Degree ofWeathering
EW
HW
MW
SW
FS FR
RockStrength
At 7.58m, penetrative weathering,highly weathered on joint
8.58m: J, 60°, pl, ro, Fe,20mm, poss shear zone
8.52m: J, 15°, pl, ro, Fe8.49m: P, 5°, pl, ro, Fe8.37m: DB8.26m: DB8.14m: DB8.02m: DB7.98m: 2P, 5°, pl, he, Fe
7.96m: P, 5°-10°, pl, sm,some Fe
7.75m: DB
SILTSTONE - Low to mediumstrength, moderately to slightlyweathered, grey siltstone with somebands of iron staining and highlyweathered
SANDSTONE - Very low to lowstrength, highly to moderatelyweathered, orange-brown with palegrey bands sandstone, very fine tofine grained with bands of clayeysandstone, bedding is irregular
BOREHOLE LOG
CLAY - Orange-brown clay, somesilt and sand, M Wp
98
7.58m: J, 60°, pl, ro, Fe
S
5,7,10N = 17
C
7.69m: DB
C
PL(A) = 0.04MPa
S
98
100
100
95
90C
4.91m: P, sh, pl, sm, Fe
SANDSTONE - Extremely low tovery low strength, extremelyweathered to highly weathered,orange-brown sandstone
7.22m: DB6.9m: J, 60°, pl, he, Fe
6.75m: J, 45°, pl, ro,some Fe
6.6m: P, sh, pl, sm,some Fe
6.41m: J, 15°, pl, sm,some Fe
6.36m: P, 10°, un, sm,Fe
6.25m: DB6.23m: DB
6m: DB on bedding at50°
5.94m: J, 35°, pl, ro, Fe5.81m: P, sh, pl, sm, Fe
20, 25/120mm
5.47m: P, sh, pl, ro, Fe
PL(A) = 0.24MPa
4.55m: DB
3.92m: DB3.9m: J, 30°, pl, he, Fe
3.5m: DB3.35m: DB3.29m: P, 10°, pl, ro, Fe
PL(A) = 0.6MPa
PL(A) = 0.58MPaPL(D) = 0.29MPa
PL(A) = 0.11MPa
PL(A) = 0.04MPaPL(A) = 0.18MPa
7.66m: DB
5.52m: P, sh, pl, ro, Fe
Wat
er
Initials:
Descriptionof
Strata
EW
HW
MW
SW
FS FR
Degree ofWeathering
0.10
RockStrength
Test Results&
CommentsGra
phic
Log
From 8.49m to 8.58m, penetrativeweathering, highly weathered onjoints
1.00
0.50
BORE No: 4PROJECT No: 39129.01DATE: 21-24/08/09SHEET 1 OF 3
Depth(m)
100% water loss at 25.6m, 20% return at 26.8mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.05m to 27.15
DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear
5352
5150
4948
4746
4544
Date:
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
CHECKED
Mansfield Street, GretaLOCATION:
RIG: Scout 2
RL
1
2
3
4
5
6
7
8
9
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
SAMPLING & IN SITU TESTING LEGEND
SURFACE LEVEL: 53.84 AHDEASTING: 348297.2NORTHING: 6382577.79DIP/AZIMUTH: 90°/--
CLIENT:PROJECT:
RQ
D%
3.05
6.0C
ore
Rec
. %
9.9
2.0
B - BeddingS - Shear
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
Sampling & In Situ Testing
At 9.8m to 9.85m, penetrative
TypeJ - Joint
D - Drill Break
Discontinuities
0.05
0.01
FractureSpacing
(m)
SANDSTONE - High strength, fresh,grey fine grained sandstone 19.84m: DB, 20°, pl, sm,
19.21m: CORE LOSS:150mm
18.86m: DB
18.82m: J, 25°, un, ro,siltstone (MFr?)
18.51m: P, sh-10°, un,ro, siltstone, 3mm
18.47m: P, 10°, un, ro,siltstone, 3mm
17.49m: P, 10°, pl, sm,cbs
17.06m: MFr, 20°, pl, ro
CORE LOSS
CORE LOSS
At 19.1m, pebbly band, 110mm, lowstrength
BOREHOLE LOG
At 17.49m and 17.58m,carbonaceous lens
95
From 13.3m to 13.71m, somepebbles
At 10.81m, conglomerate, 130mmthick
At 10.77m, rhyolite sill 40mm thick,high strength
From 10.35m to 10.77m, pebbly
SANDSTONE - High strength, fresh,grey fine to medium grainedsandstone
SILTSTONE - Low to mediumstrength, moderately to slightlyweathered, grey siltstone with somebands of iron staining (continued)
14.57m: J, (MFr), 80°,un, ro
weathering at joints
At 10.15m, highly weathered
PL(A) = 1.54MPaPL(D) = 1.26MPa
PL(A) = 2.06MPaPL(D) = 1.15MPa
C
C
C
16.37m: DB, sh-20°, un,sm, siltstone, 8mm
8.72m: DB
95
100
100
98
92
100
97
C
10.2m: J/Poss DB, 30°,un, ro, some Fe
At 17.97m, pebbly band 60mm
14.15m: J, 75°, pl, ro
13.68m: J, 30°, un, ro,trace Fe, poss MFr
13.23m: DB
12.9m: P, 15°, un, ro,some Fe
12.24m: J, 15°, pl, ro
12.2m: P, 5°, un, ro,siltstone
12.15m: MFr?, 55°, pl,ro
11.4m: P, 10°, un, ro, Fe
10.81m: P, 10°, pl, ro,Fe
10.6m: J, 25°, pl, he, Fe
PL(A) = 1.39MPaPL(D) = 1.4MPa
10.32m: P, pl, he, Fe
PL(A) = 0.57MPaPL(D) = 0.13MPa
10.15m: P, sh, un, ro, Fe
9.9m: CORE LOSS:50mm
9.84m: J, 25°, pl, ro, Fe9.8m: P, 10°, pl, ro, Fe9.67m: DB9.32m: DB9.15m: J, 30°, un, sm8.9m: DB8.81m: DB8.76m: DB
15.49m: MFr, 30°, pl, sm
10.49m: DB
Date:
Initials:
Descriptionof
Strata
Degree ofWeathering
CLIENT:PROJECT:
Wat
er
RockStrength
Test Results&
Comments
From 14.6m, fresh
Cor
eR
ec. %
EW
HW
MW
SW
FS FR
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
Depth(m)
100% water loss at 25.6m, 20% return at 26.8mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.05m to 27.15
DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear
4342
4140
3938
3736
3534
CHECKED
Gra
phic
Log
BORE No: 4PROJECT No: 39129.01DATE: 21-24/08/09SHEET 2 OF 3
Mansfield Street, GretaLOCATION:
RIG: Scout 2
RL
11
12
13
14
15
16
17
18
19
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
SAMPLING & IN SITU TESTING LEGEND
SURFACE LEVEL: 53.84 AHDEASTING: 348297.2NORTHING: 6382577.79DIP/AZIMUTH: 90°/--
RQ
D%
9.9510.2
19.2119.36
1.00
0.50
0.10
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
Sampling & In Situ TestingFractureSpacing
(m)
TypeB - Bedding
S - ShearJ - JointD - Drill Break
Discontinuities
0.05
0.01
CONGLOMERATE - Medium tohigh strength, grey conglomerate
From 22.3m to 22.73m, siltstonelayers and inclusions up t 10mmand up to 170mm spacing
From 22.02m, conglomerate,110mm
SANDSTONE - High strength, fresh,grey fine grained sandstone(continued)
From 19.36m, pebbly band, 110mm,medium to high strength
COAL - Medium to high strength,slilghtly weathered, black/darkbrown, fractured coal withsubvertical cleating. Bright and dullbanded with nodules and blebs ofpyrite
At 25.44m, tuff, 160mm thick
26.9m: CORE LOSS:250mm
26.7m: sv, pl, sm(400mm)
25.6m: CORE LOSS:700mm
25.2m: J, sv, pl, sm
24.65m: J/cleating, sv,pl, sm (300mm)
23.42m: DB22.92m: DB
22.73m: P, 10°, un, sm,siltstone, 5mmm, possdi
27.15
26.9
BOREHOLE LOG
25.6
92
24.01
22.73
SANDSTONE - High strength, freshgrey fine to coarse bandedsandstone
21.94m: J/MFr, 75°, un,ro
Bore discontinued at 27.15m, due tocoal cave-in and blocking bit
CORE LOSS
COAL - Medium to high strength,slightly weathered, black coal withsome mineral staining (sulphur),highly fractured to fragmented bydrilling. Bright and dull banded
CORE LOSS
95
C
C
0
45
22.53m: P, 15°, un, sm,siltstone, 5mm, poss di
100
C 0
45
100
100
100
26.3
21.74m: MFr, 75°, un, ro
cbs
PL(A) = 2.04MPa
PL(A) = 1.14MPaPL(D) = 0.95MPa
PL(A) = 0.62MPaPL(D) = 0.15MPa
PL(A) = 1.72MPaPL(D) = 1.78MPa
C
C
22.3m: P, 10°, un, sm,siltstone, 3mm, poss di
Degree ofWeathering
CHECKED
Date:
Initials:
Cor
eR
ec. %
EW
HW
MW
SW
FS FR
SURFACE LEVEL: 53.84 AHDEASTING: 348297.2NORTHING: 6382577.79DIP/AZIMUTH: 90°/--
Wat
er
RockStrength
24.4
Gra
phic
Log
Descriptionof
Strata
A Auger sample pp Pocket penetrometer (kPa)D Disturbed sample PID Photo ionisation detectorB Bulk sample S Standard penetration testUx Tube sample (x mm dia.) PL Point load strength Is(50) MPaW Water sample V Shear Vane (kPa)C Core drilling Water seep Water level
Depth(m)
100% water loss at 25.6m, 20% return at 26.8mREMARKS:WATER OBSERVATIONS: No free groundwater observed during drillingTYPE OF BORING: Solid flight auger to 2.5m, HQ coring from 3.05m to 27.15
DRILLER: Ground Test (Simon) CASING: HW - 2.9mLOGGED: Bear
3332
3130
2928
2726
2524
CLIENT:PROJECT:
BORE No: 4PROJECT No: 39129.01DATE: 21-24/08/09SHEET 3 OF 3
Mansfield Street, GretaLOCATION:
RIG: Scout 2
RL
21
22
23
24
25
26
27
28
29
Pacific National C/- Sinclair Knight Merz Pty LtdProposed Pacific National Depot
SAMPLING & IN SITU TESTING LEGEND
Test Results&
Comments
FractureSpacing
(m)
Discontinuities
J - JointD - Drill Break
B - BeddingS - Shear
0.01
0.05 Ty
pe
RQ
D%
1.00
0.50
0.10
Ex
Low
Ver
y Lo
wLo
wM
ediu
mH
igh
Ver
y H
igh
Ex
Hig
h
Sampling & In Situ Testing
Bore 1 – 1.6 m to 5.17 m
Bore 1 – 5.17 m to 8.85 m
GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA
PROJECT 39129.01
PAGE 1 OF 10
Bore 1 – 8.85 m to 12.65 m
Bore 1 – 12.65 m to 16.50 m
GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA
PROJECT 39129.01
PAGE 2 OF 10
Bore 1 – 16.50 m to 20.30 m
Bore 1 – 20.30 m to 24.05 m
GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA
PROJECT 39129.01
PAGE 3 OF 10
Bore 1 – 24.05 m to 27.88 m
Bore 1 – 27.88 m to 31.75 m
GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA
PROJECT 39129.01
PAGE 4 OF 10
Bore 1 – 31.75 m to 35.57 m
Bore 1 – 35.57 m to 39.39 m
GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA
PROJECT 39129.01
PAGE 5 OF 10
Bore 1 – 39.39 m to 43.3 m
Bore 1 – 43.3 m to 47.19 m
GEOTECHNICAL INVESTIGATION PROPOSED PACIFIC NATIONAL DEPOT MANSFIELD STREET, GRETA
PROJECT 39129.01
PAGE 6 OF 10