NM
LC
XW /HW
HW /MW
NO CORE: 0.25 m
SANDSTONE: fine to medium grained, brown,distinctly bedded at 40º.
SILTSTONE: pale brown, distinctly bedded at45º.
with some interlaminated quartzite veins
start coring at 1.80m
Borehole BH07 terminated at 8.00 mTarget depth
44%
13%
93%
57%
28%
Def
ects
are
:JT
, 40
°, P
L, R
O, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
Highly Fractured Zone: 300mmcomprising closely spaced joints andpartings at various orientations
JT, 45°, PL, RO, Fe SNPT, 30°, PL, RO, Fe SN
CS, 40°Highly Fractured Zone: 800mmcomprising joints and partings atvarious orientations
JT
JTSM, ClayHighly Fractured Zone: 340mmcomprising closely spaced joints andparting at various orientations
PT, 5°, ST, RO, Fe SN
Highly Fractured Zone: 220mmcomprising closely spaced joints andpartings at various orientations, ironstained
JT, 30°, PL, RO, Fe SN
a=0.92d=1.15
a=0.45d=0.34
a=0.39d=0.39
a=0.37d=0.56
a=0.29d=0.36
RL
(m)
651
650
649
648
647
646
645
644
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH07
GEOTFYSH09703AA
12 May 2014
12 May 2014
BC/ RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 651.02m (Datum Not Specified)angle from horizontal: 90°position: E: 704919; N: 6084551 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : BH07 Depth Range: 1.80 - 8.00 m
SB
A4
CORE PHOTOGRAPHBH07
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
21
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
5
Fb<WlML
Not
Obs
erv
able
AS
CA
SIN
G
Sandy SILT: low liquid limit, pale brown, fine tomedium grained sand with some fine grainedangular gravel.
SANDSTONE: pale brown, highly weathered,estimated low strength.
Borehole BH08 continued as cored hole
COLLUVIUM
BEDROCK
RL
(m)
648
647
646
645
644
643
642
641
drilling information material substance
BH08
GEOTFYSH09703AA
13 May 2014
13 May 2014
BC/ RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 648.12m (Datum Not Specified)angle from horizontal: 90°position: E: 704845; N: 6084261 (Datum Not Specified)
1 of 2
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : HQ
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
SW
SW
SANDSTONE: fine grained, pale brown/ palegrey, distinctly bedded at 65º.
NO CORE: 0.15 m
SANDSTONE: fine grained, pale brown/ palegrey, distinctly bedded at 65º.
start coring at 1.00m
Borehole BH08 terminated at 6.00 mTarget depth
100%
94%
100%
100%
100%
Def
ects
are
:PT
, 65
°, P
L, R
O, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
PT, 65°, PL, RO, Fe SNJT, 60°, PL, RO, Fe SNJT, 60°, PL, RO, Fe SN
PT, 20°, ST, RO, CNPT, 20°, PL, RO, Fe SN
PT, 0°, PL, RO, CN
a=0.76d=1.14
a=0.47d=0.10
a=0.89d=0.92
a=0.57d=0.68
RL
(m)
648
647
646
645
644
643
642
641
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH08
GEOTFYSH09703AA
13 May 2014
13 May 2014
BC/ RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 648.12m (Datum Not Specified)angle from horizontal: 90°position: E: 704845; N: 6084261 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : HQ
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : BH08 Depth Range: 1.00 - 6.00 m
SB
A4
CORE PHOTOGRAPHBH08
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
22
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
5
Not
Obs
erv
able
AS
CA
SIN
G SANDSTONE: pale brown, highly weathered,estimated low strength.
Borehole BH09 continued as cored hole
BEDROCK
RL
(m)
648
647
646
645
644
643
642
641
drilling information material substance
BH09
GEOTFYSH09703AA
14 May 2014
14 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 648.52m (Datum Not Specified)angle from horizontal: 90°position: E: 704846; N: 6084171 (Datum Not Specified)
1 of 2
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : HQ
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
HW
XW
MW
SW
SW
NO CORE: 0.25 m
SANDSTONE: fine grained, pale brown,distinctly bedded at 45º.
2.2m: trace of quartz lenses
NO CORE: 0.15 m
SANDSTONE: fine grained, pale brown,distinctly bedded at 45º.
3.2m to 3.9m: interlaminated siltstone, dark grey,approximately 30%
QUARTZITE: pale grey, phenocryst texture,indistinctly bedded, iron stained.
SANDSTONE: fine grained, pale brown,distinctly bedded at 45º.
start coring at 0.40m
Borehole BH09 terminated at 7.00 mTarget depth
0%
86%
84%
95%
100%
82%
Def
ects
are
:PT
, 45
°, P
L, R
O, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
Highly Fractured Zone: 950mmcomprising joints and partings atvarious orientations, iron stained
SM, 45°, UN, Fe SN, URO, Clay, CO
PT, 40°, ST, RO, Fe SN
SM, Clay, Grey, HP
PT, 45°, PL, RO, Fe SN
PT, 30°, ST, RO, Fe SN
Highly Fractured Zone: 290mmcomprising closely spaced patrings at40º
Highly Fractured Zone: 690mmcomprising closely spaced joints andpartings at various orientations
a=0.65d=0.40
a=1.21d=1.12
a=2.36d=1.67
a=1.05d=2.28
a=1.59d=1.79
a=0.89d=0.60
a=0.84d=0.88
RL
(m)
648
647
646
645
644
643
642
641
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH09
GEOTFYSH09703AA
14 May 2014
14 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 648.52m (Datum Not Specified)angle from horizontal: 90°position: E: 704846; N: 6084171 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : HQ
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : BH09 Depth Range: 0.40 - 7.00 m
SB
A4
CORE PHOTOGRAPHBH09
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
23
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
5
L<WlML
Not
Obs
erv
able
AS
CA
SIN
G
Sandy SILT: low liquid limit, pale brown, finegrained sand.
SANDSTONE: pale brown, highly weathered,estimated low strength.
Borehole BH10 continued as cored hole
COLLUVIUM
BEDROCK
RL
(m)
648
647
646
645
644
643
642
641
drilling information material substance
BH10
GEOTFYSH09703AA
14 May 2014
15 May 2015
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 648.26m (Datum Not Specified)angle from horizontal: 90°position: E: 704854; N: 6084071 (Datum Not Specified)
1 of 3
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
MW
HW
MW
MW
MW
SW
SANDSTONE: fine grained, pale brown,distinctly bedded at 55º, with a trace ofinterlaminated siltstone, dark grey.
NO CORE: 0.40 m
SANDSTONE: fine grained, pale brown,distinctly bedded at 55º, with a trace ofinterlaminated siltstone, dark grey.
NO CORE: 0.15 m
SANDSTONE: fine grained, pale brown,distinctly bedded at 55º, with a trace ofinterlaminated siltstone, dark grey.
NO CORE: 0.30 m
SANDSTONE: fine grained, pale brown,distinctly bedded at 55º, with a trace ofinterlaminated siltstone, dark grey.
start coring at 0.80m
46%
45%
96%
73%
88%
Def
ects
are
:PT
, 50
°, P
L, R
O, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
PTHighly Fractured Zone: 450mmcomprising closely spaced partings at20º to 70º
PT, 50°, PL, RO, Clay CO
PT, 50°, PL, RO, Clay CO
PT, 20°, UN, RO, CN
PT, 20°, ST, RO, Fe SNPT, 10°, ST, RO, CNPT, 10°, ST, RO, CN
PT, 10°, UN, RO, CN
PT, 20°, PL, RO, Clay CO
a=0.16
a=0.04d=0.12
a=1.82d=2.32
a=0.66d=2.27
a=0.16d=0.29
d=1.42
a=1.89d=1.90
RL
(m)
648
647
646
645
644
643
642
641
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH10
GEOTFYSH09703AA
14 May 2014
15 May 2015
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 648.26m (Datum Not Specified)angle from horizontal: 90°position: E: 704854; N: 6084071 (Datum Not Specified)
2 of 3
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
SW
Borehole BH10 terminated at 8.20 mTarget depth
88% PT, 50°, PL, RO, Fe SN
RL
(m)
640
639
638
637
636
635
634
633
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH10
GEOTFYSH09703AA
14 May 2014
15 May 2015
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 648.26m (Datum Not Specified)angle from horizontal: 90°position: E: 704854; N: 6084071 (Datum Not Specified)
3 of 3
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
9.0
10.0
11.0
12.0
13.0
14.0
15.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
er
PointID : BH10 Depth Range: 0.08 - 8.20 m
SB
A4
CORE PHOTOGRAPHBH10
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
24
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
5
L toMD
<WlML
Not
Obs
erv
able
AS
CA
SIN
G
Sandy SILT: low liquid limit, pale brown, trace fineto medium grained angular gravel.
SANDSTONE: pale brown, highly weathered,estimated low strength.
Borehole BH11 continued as cored hole
COLLUVIUM
BEDROCK
RL
(m)
647
646
645
644
643
642
641
640
drilling information material substance
BH11
GEOTFYSH09703AA
15 May 2014
15 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 647.04m (Datum Not Specified)angle from horizontal: 90°position: E: 704857; N: 6084021 (Datum Not Specified)
1 of 3
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:08
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
XW
MW
SANDSTONE: fine to medium grained, brown,distinctly bedded at 70º, with a trace of siltstonelenses, dark brown.
Some interbedded siltstone bands, dark brown
start coring at 0.90m
34%
72%
79%
59%
75%
83%
Def
ects
are
:JT
, 70
°, P
L, R
O, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
JT, 70°, PL, RO, Fe SNQuartz vein, 5mm thick
PT, 0°, UN, RO, Sand COJT, 60°, PL, RO, CNPT, 20°, UN, RO, Fe SNPT, 45°, PL, RO, Fe SN
JT, 70°, ST, RO, Fe SN
JT, 70°, ST, RO, Fe SNJTPT, 10°, ST, RO, Fe SN
JT, 60°, PL, RO, Fe SN
PT, 30°, PL, RO, Fe SNPT, 15°, PL, RO, Fe SNHighly Fractured Zone: 250mmcomprising closely spaced joints andpartings at various orientations
SM 8mm, Clay
PT, 15°, PL, RO, Fe SNPT, 15°, PL, RO, Fe SNPT, 15°, PL, RO, Fe SN
SM, 10°, VR, 40 mm, XW
SM, 70°, PL, Clay, 2 mm
JT, 85°, PL, RO, Fe SN
PT, 5°, PL, RO, Fe SN
a=1.52d=3.32
a=1.63d=1.78
a=1.29d=1.42
a=0.65d=0.86
a=0.62d=1.33
a=0.59d=0.00
a=1.23d=1.47
RL
(m)
647
646
645
644
643
642
641
640
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH11
GEOTFYSH09703AA
15 May 2014
15 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 647.04m (Datum Not Specified)angle from horizontal: 90°position: E: 704857; N: 6084021 (Datum Not Specified)
2 of 3
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
<<
NM
LC
MW
XW toMW
MW toSW
SANDSTONE: fine to medium grained, brown,distinctly bedded at 70º, with a trace of siltstonelenses, dark brown. (continued)
Borehole BH11 terminated at 9.32 mTarget depth
83%
JT, 45°, PL, RO, Fe SNPT, 15°, PL, RO, Fe SNSM 70mm, 60°, XW
SM 130mm, Clay
a=0.28d=0.42
RL
(m)
639
638
637
636
635
634
633
632
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH11
GEOTFYSH09703AA
15 May 2014
15 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 647.04m (Datum Not Specified)angle from horizontal: 90°position: E: 704857; N: 6084021 (Datum Not Specified)
3 of 3
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
9.0
10.0
11.0
12.0
13.0
14.0
15.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : BH11 Depth Range: 0.90 - 9.30 m
SB
A4
CORE PHOTOGRAPHBH11
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
25
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
5
MD<WlML
Not
Obs
erv
able
AS
CA
SIN
G
Sandy SILT: low liquid limit, pale brown, finegrained sand, with some fine grained angulargravel.
SILTSTONE: pale orange, highly weathered,estimated low strength.
Borehole BH12 continued as cored hole
COLLUVIUM
BEDROCK
RL
(m)
603
602
601
600
599
598
597
596
drilling information material substance
BH12
GEOTFYSH09703AA
16 May 2014
16 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 603.12m (Datum Not Specified)angle from horizontal: 90°position: E: 704334; N: 6083387 (Datum Not Specified)
1 of 2
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:08
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
HW
HW
MW toSW
HW
HW
NO CORE: 0.25 m
SILTSTONE: pale brown, distinctly bedded at50º.
NO CORE: 0.06 m
SILTSTONE: pale brown, distinctly bedded at50º.
4.3m to 4.7m: trace of fine grained quartz gravellenses/ intrusions
NO CORE: 0.07 m
SILTSTONE: pale brown, distinctly bedded at50º.
start coring at 0.80m
Borehole BH12 terminated at 6.30 mTarget depth
0%
0%
30%
0%
0%
Highly Fractured Zone: Comprisingpartings along bedding at 40º, Fe, SN,PL, RO, with some perpendicularjoints
a=0.96d=0.48
a=0.14d=0.40
a=0.17d=0.37
a=0.46
RL
(m)
603
602
601
600
599
598
597
596
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH12
GEOTFYSH09703AA
16 May 2014
16 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 603.12m (Datum Not Specified)angle from horizontal: 90°position: E: 704334; N: 6083387 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : BH12 Depth Range: 0.80 - 6.30 m
SB
A4
CORE PHOTOGRAPHBH12
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
26
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
5
MD<WlML
Not
Obs
erv
able
AS
CA
SIN
G
Sandy SILT: low liquid limit, pale brown, finegrained sand.
SHALE: pale brown, highly weathered, estimatedlow strength.
Borehole BH13 continued as cored hole
COLLUVIUM
BEDROCK
RL
(m)
603
602
601
600
599
598
597
596
drilling information material substance
BH13
GEOTFYSH09703AA
19 May 2014
19 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 603.58m (Datum Not Specified)angle from horizontal: 90°position: E: 704305; N: 6083360 (Datum Not Specified)
1 of 3
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:08
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
XW
HW
HW toMW
XW toHW
MW
HW
MW
SHALE: fine grained, brown to pale brown,distinctly bedded at 50º, trace of iron staining.
NO CORE: 0.25 m
SHALE: fine grained, brown to pale brown,distinctly bedded at 50º, trace of iron staining.
NO CORE: 0.15 m
SHALE: fine grained, brown to pale brown,distinctly bedded at 50º, trace of iron staining.
SANDSTONE: fine to coarse grained, palebrown, indistinctly bedded.
SHALE: fine grained, brown to pale brown,distinctly bedded at 50º, trace of iron staining.
SHALE: fine grained, brown to pale brown,distinctly bedded at 50º, trace of iron staining.
7.28m to 7.62m: quartz infilled seam, pale grey,highly fractured
start coring at 0.80m
40%
0%
0%
15%
47%
62%
Def
ects
are
:JT
, 50
°, P
L, R
O, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
SM 240mm
SM, XW
JT, 50°, PL, RO, Fe SN
PT, 5°, PL, SL, Fe SN
PT, 20°, ST, RO, Fe SN
Highly fractured zone, quartzintrusions
PT, 5°, ST, VR, Fe SN
a=0.50d=0.33
a=0.49d=0.12
a=0.00d=0.00
a=0.64d=0.45
a=0.58d=0.76
a=0.50d=0.56
RL
(m)
603
602
601
600
599
598
597
596
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH13
GEOTFYSH09703AA
19 May 2014
19 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 603.58m (Datum Not Specified)angle from horizontal: 90°position: E: 704305; N: 6083360 (Datum Not Specified)
2 of 3
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
<<<<
NM
LC
HWSHALE: fine grained, brown to pale brown,distinctly bedded at 50º, trace of quartz intrusions(approx. 5%).
Borehole BH13 terminated at 8.63 mTarget depth
62% JT, 50°, PL, SL, Fe SNFractured Zonea=0.17
d=0.24
RL
(m)
595
594
593
592
591
590
589
588
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH13
GEOTFYSH09703AA
19 May 2014
19 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 603.58m (Datum Not Specified)angle from horizontal: 90°position: E: 704305; N: 6083360 (Datum Not Specified)
3 of 3
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
9.0
10.0
11.0
12.0
13.0
14.0
15.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
er
PointID : BH13 Depth Range: 0.80 - 8.63 m
SB
A4
CORE PHOTOGRAPHBH13
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
27
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
5
Not
Obs
erv
able
AS
CA
SIN
G
SHALE: pale brown, extremely to highlyweathered, estimated very low to low strength.
Borehole BH14 continued as cored hole
BEDROCK
RL
(m)
600
599
598
597
596
595
594
593
drilling information material substance
BH14
GEOTFYSH09703AA
20 May 2014
20 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 600.64m (Datum Not Specified)angle from horizontal: 90°position: E: 704284; N: 608334 (Datum Not Specified)
1 of 2
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:08
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
XW
HW toMW
MW
SHALE: fine grained, pale brown, distinctlybedded at 50º, iron stained.
SANDSTONE: fine to medium grained, palegrey, distinctly bedded at 50º.
Becoming pale brown-grey
start coring at 0.84m
Borehole BH14 terminated at 6.20 mTarget depth
39%
93%
80%
94%
100%
Def
ects
are
:PT
, 50
°, P
L, R
O, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
PT, 15°, PL, RO, Fe SN
PT, 50°, PL, RO, CN
PT, 50°, PL, RO, CN
JT, 80°, ST, VR, Fe SNPT, 50°, PL, RO, Clay CO
PT, 10°, UN, RO, Fe SN
JT, 30°, PL, RO, Fe SNJT, 30°, PL, RO, Fe SN
a=3.11d=1.17
a=2.05d=1.07
a=1.12d=0.77
a=0.91d=0.93
a=0.84d=1.34
RL
(m)
600
599
598
597
596
595
594
593
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH14
GEOTFYSH09703AA
20 May 2014
20 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 600.64m (Datum Not Specified)angle from horizontal: 90°position: E: 704284; N: 608334 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : BH14 Depth Range: 0.85 - 6.10 m
SB
A4
CORE PHOTOGRAPHBH14
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
28
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
6
MDDSC
Not
Obs
erv
able
AS
CA
SIN
G
Clayey SAND: medium to coarse grained,orange-brown, low plasticity clay.
SILTSTONE: brown-grey, moderately weathered,estimated low to medium strength.
Borehole BH15 continued as cored hole
COLLUVIUM
BEDROCK
RL
(m)
622
621
620
619
618
617
616
615
drilling information material substance
BH15
GEOTFYSH09703AA
20 May 2014
20 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 622.28m (Datum Not Specified)angle from horizontal: 90°position: E: 703900; N: 6082824 (Datum Not Specified)
1 of 2
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:08
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
SWNO CORE: 0.05 m
SILTSTONE: dark grey, distinctly bedded at40º, with a trace of quartz veins.
start coring at 1.00m
Borehole BH15 terminated at 5.50 mTarget depth
0%
0%
60%
0%
Def
ects
are
:PT
, 40
°, P
L, R
O, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
Highly Fractured Zone: 2050mmcomprising closely spaced partings at40º
SM 5mm, ClayHighly Fractured Zone: 610mmcomprising closely spaced partings at40º
JT, 80°, PL, RO, Fe SN
JT, 80°, PL, RO, Fe SN
a=0.44d=0.06
a=0.94d=0.63
a=0.90d=0.36
a=0.96d=0.44
RL
(m)
622
621
620
619
618
617
616
615
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH15
GEOTFYSH09703AA
20 May 2014
20 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 622.28m (Datum Not Specified)angle from horizontal: 90°position: E: 703900; N: 6082824 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : BH15 Depth Range: 1.00 - 5.50 m
SB
A4
CORE PHOTOGRAPHBH15
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
29
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
6
L
<Wl
D
ML
SM
Not
Obs
erv
able
AS
CA
SIN
G
TOPSOIL: Sandy SILT: low liquid limit, brown, finegrained sand.
Silty SAND: fine to medium grained, pale orange,low liquid limit.
ADAMELLITE: brown, highly weathered, low tomedium strength.
Borehole BH16 continued as cored hole
TOPSOIL
COLLUVIUM
BEDROCK
RL
(m)
629
628
627
626
625
624
623
622
drilling information material substance
BH16
GEOTFYSH09703AA
21 May 2014
21 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 629.36m (Datum Not Specified)angle from horizontal: 90°position: E: 703814; N: 6082774 (Datum Not Specified)
1 of 2
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:08
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
HW
MW toSW
HW
SW
SW
SW
MW
SW
NO CORE: 0.20 m
ADAMELLITE: fine grained, pale brown,indistinct bedding, with interlaminated quartz,phorphyritic texture.
NO CORE: 0.10 m
ADAMELLITE: fine grained, pale grey, quartzphenocrysts, indistinct bedding.
NO CORE: 0.45 m
ADAMELLITE: fine grained, pale grey, withinterlaminated quartz phenocrysts.
Phorphyritic quartz texture
start coring at 1.40m
Borehole BH16 terminated at 6.00 mTarget depth
29%
0%
29%
6%
Highly Fractured Zone comprisingclosely spaced joints and partingsorientated at 30º to 70º, Fe, SN, PL/ST
a=0.16d=0.47
a=0.67
a=1.44d=1.27
a=1.37
a=1.15
RL
(m)
629
628
627
626
625
624
623
622
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH16
GEOTFYSH09703AA
21 May 2014
21 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 629.36m (Datum Not Specified)angle from horizontal: 90°position: E: 703814; N: 6082774 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : BH16 Depth Range: 1.40 - 6.00 m
SB
A4
CORE PHOTOGRAPHBH16
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
30
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
6
MD
<Wl
MSC
Not
Obs
erv
able
AS
CA
SIN
G
TOPSOIL: Sandy SILT: low liquid limit, grey-brown,fine to medium grained sand.
Clayey SAND: medium grained, orange-brown,medium plasticity clay, with some fine to mediumgrained, sub-rounded to sub-angular gravel.
ADAMELLITE: orange-grey, highly to moderatelyweathered, estimated low to medium strength.
Borehole BH17 continued as cored hole
TOPSOIL
COLLUVIUM
BEDROCK
RL
(m)
630
629
628
627
626
625
624
623
drilling information material substance
BH17
GEOTFYSH09703AA
21 May 2014
21 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 630.14m (Datum Not Specified)angle from horizontal: 90°position: E: 703597; N: 6082703 (Datum Not Specified)
1 of 2
Engineering Log - Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:08
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
MW
HW toMW
SW
NO CORE: 0.25 m
ADAMELLITE: fine grained, pale grey, indistinctbedding, interlaminated quartz gravels of fine tomedium grain size, trace of feldspar, phorphyritictexture.
start coring at 1.00m
Borehole BH17 terminated at 3.00 mTarget depth
0%
49%
Def
ects
are
:JT
, 30
- 4
0°,
PL,
RO
, F
e S
N,
unle
ss o
ther
wis
e de
scrib
ed
Highly Fractured Zone: 230mmcomprising closely spaced joints andpartings at various orientationsPT, 10°, PL, RO, Fe SN
PT, 10°, PL, RO, Fe SN
PT, 20°, PL, RO, Fe SN
SM, 40°, VR, Clay, 20 mm, HPPT, 10°, PL, VR, Clay COPT, 15°, PL, VR, CO
a=0.00d=0.00a=0.00d=0.00
d=0.12
RL
(m)
630
629
628
627
626
625
624
623
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
BH17
GEOTFYSH09703AA
21 May 2014
21 May 2014
RB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 630.14m (Datum Not Specified)angle from horizontal: 90°position: E: 703597; N: 6082703 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Camacchio mounting: Trailer casing diameter : 100 mm
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:1
0
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
<<<<
<<<<
PointID : BH17 Depth Range: 1.00 - 3.00 m
SB
A4
CORE PHOTOGRAPHBH17
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
31
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
6
Not
Obs
erv
able
AD
/V
CA
SIN
G SHALE: grey-brown, highly to moderatelyweathered, low to medium strength.
Borehole B-BH01 continued as cored hole
BEDROCK
RL
(m)
584
583
582
581
580
579
578
577
drilling information material substance
B-BH01
GEOTFYSH09703AA
29 May 2014
26 May 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 584.15m (Datum Not Specified)angle from horizontal: 90°position: E: 704213; N: 6083253 (Datum Not Specified)
1 of 2
Engineering Log - Borehole
drill model: Track Rig mounting: Track casing diameter : NMLC
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NQ
MW
HW
MW
SW toFR
SHALE: grey, iron stained, distinctly bedded at60º to 70º with some quartz veins.
LIMESTONE: grey with pale grey laminations,distinctly bedded at 70º.
start coring at 0.45m
Borehole B-BH01 terminated at 7.60 mTarget depth
0%
0%0%
0%
63%
94%
35%
93%
21%
0%
0%
54%
52%
Highly Fractured: Comprising closelyspaced patrtings at 60º to 70º, PL,RO, SN FE
a=3.16d=0.18
a=2.98d=1.31
a=0.71d=1.33
a=6.07d=6.19
a=4.31d=1.64
a=3.51d=1.79
a=1.46d=0.75
RL
(m)
584
583
582
581
580
579
578
577
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH01
GEOTFYSH09703AA
29 May 2014
26 May 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 584.15m (Datum Not Specified)angle from horizontal: 90°position: E: 704213; N: 6083253 (Datum Not Specified)
2 of 2
Engineering Log - Cored Borehole
drill model: Track Rig mounting: Track casing diameter : NMLC
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : B-BH01 Depth Range: 0.45 - 5.00 m
SB
A4
CORE PHOTOGRAPHB-BH01
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
1
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
3
PointID : B-BH01 Depth Range: 5.00 - 7.60 m
SB
A4
CORE PHOTOGRAPHB-BH01
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
2
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
3
L toMD
St toVSt
D
<Wl
SM
CLDS
U50
Not
Obs
erv
able
AD
/V
CA
SIN
G
Silty SAND: fine to coarse grained, brown.
Sandy CLAY: low plasticity, pale orange-brown,fine grained sand, with some sub-rounded gravel.
LIMESTONE: pale brown, highly to moderatelyweathered, medium strength.
Borehole B-BH02 continued as cored hole
COLLUVIUM
BEDROCK
RL
(m)
574
573
572
571
570
569
568
567
drilling information material substance
B-BH02
GEOTFYSH09703AA
26 May 2014
27 May 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 574.72m (Datum Not Specified)angle from horizontal: 90°position: E: 704199; N: 6083226 (Datum Not Specified)
1 of 3
Engineering Log - Borehole
drill model: Track Rig mounting: Track casing diameter : NMLC
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NQ
SW
FR
LIMESTONE: grey, distinclty bedded at 60º to70º, with some quartz veins approximately 20mmto 50mm thick.
start coring at 2.80m
20%
44%
47%
0%
Def
ects
are
:PT
, 60
- 7
0°,
PL,
RO
, CN
,un
less
oth
erw
ise
desc
ribed
JT, 0 - 10°, IR, RO, CN
JT, 10 - 20°, PL, VR, Fe SNCS 30mmCS 10mmJT, 20°, IR, RO, Fe SNCS 40mmJT, 20°, IR, RO, Fe SNJT, 10 - 20°, UN, RO, CNJT, 10°, UN, RO, Fe SN
JT, 10°, UN, RO, CN
CS 20mm
JT, 10°, PL, RO, CN
JT, 50°, IR, RO, Fe SN
JT, 20 - 40°, ST, RO, CNJT, 10°, PL, RO, CNJT, 20 - 40°, IR, RO, CN
a=0.90d=0.19
a=1.77d=0.98
a=1.33d=1.09
a=1.72d=0.59
a=2.37d=1.14
a=2.25d=0.58
RL
(m)
574
573
572
571
570
569
568
567
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH02
GEOTFYSH09703AA
26 May 2014
27 May 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 574.72m (Datum Not Specified)angle from horizontal: 90°position: E: 704199; N: 6083226 (Datum Not Specified)
2 of 3
Engineering Log - Cored Borehole
drill model: Track Rig mounting: Track casing diameter : NMLC
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
NQ
FRLIMESTONE: grey, distinclty bedded at 60º to70º, with some quartz veins approximately 20mmto 50mm thick. (continued)
Borehole B-BH02 terminated at 9.75 mTarget depth
0%
PT, 60°, IR, RO, CN
Highly Fractured Zone: 60mmcomprising closely spaced partings at60º
Highly Fractured Zone: 530mmcomprising closely spaced partings at60º
a=3.48d=0.68
d=0.19
RL
(m)
566
565
564
563
562
561
560
559
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH02
GEOTFYSH09703AA
26 May 2014
27 May 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 574.72m (Datum Not Specified)angle from horizontal: 90°position: E: 704199; N: 6083226 (Datum Not Specified)
3 of 3
Engineering Log - Cored Borehole
drill model: Track Rig mounting: Track casing diameter : NMLC
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
9.0
10.0
11.0
12.0
13.0
14.0
15.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : B-BH02 Depth Range: 2.80 - 7.00 m
SB
A4
CORE PHOTOGRAPHB-BH02
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
3
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
PointID : B-BH02 Depth Range: 7.00 - 9.75 m
SB
A4
CORE PHOTOGRAPHB-BH02
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
4
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
MD
L toMD
M
W
SM
GP
SM
SP
SPT1, 4, 14N=18
DS
U50
AD
/V
CA
SIN
G
Silty SAND: fine to medium grained, dark brown.
GRAVEL: medium grained, rounded tosub-rounded, brown.
Silty SAND: fine grained, grey.
Sandy GRAVEL: medium grained,brown/white/orange, fine to coarse grained sand.
LIMESTONE: brown-grey, highly weathered, lowstrength.
Borehole B-BH03 continued as cored hole
ALLUVIUM
BEDROCK
RL
(m)
576
575
574
573
572
571
570
569
drilling information material substance
B-BH03
GEOTFYSH09703AA
30 May 2014
31 May 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 576.95m (Datum Not Specified)angle from horizontal: 90°position: E: 704167; N: 6083158 (Datum Not Specified)
1 of 3
Engineering Log - Borehole
drill model: Track Rig mounting: Track casing diameter : NMLC
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NQ
MW
MW
MW
MW
XW
NO CORE: 0.35 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.15 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.45 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.42 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 1.30 m
LIMESTONE: grey, distinctly bedded at 60º to
start coring at 2.90m
21%
0%
0%
0%
Highly Fractured Zone: 2000mmcomprising closely spaced partings at60º to 70º, PL, RO, CN
a=0.23d=0.00
a=0.26d=0.00
a=0.06d=0.00
RL
(m)
576
575
574
573
572
571
570
569
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH03
GEOTFYSH09703AA
30 May 2014
31 May 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 576.95m (Datum Not Specified)angle from horizontal: 90°position: E: 704167; N: 6083158 (Datum Not Specified)
2 of 3
Engineering Log - Cored Borehole
drill model: Track Rig mounting: Track casing diameter : NMLC
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
er
<<
<<
<<
NQ
HW toMW
HW
HW
MW
MW
MW
MW
MW
MW
MW
MW
70º.
NO CORE: 0.05 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.19 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.24 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.14 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.44 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.25 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.50 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.40 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.50 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.05 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.15 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
Borehole B-BH03 terminated at 15.23 mTarget depth
0%
0%
41%
23%
0%
13%
0%
0%
30%
Def
ects
are
:PT
, 60
- 7
0°,
PL,
RO
, CN
,un
less
oth
erw
ise
desc
ribed
Highly Fractured Zone: 350mmcomprising closely spaced partings at60º to 70º, PL, RO, CN
Highly Fractured Zone: 200mmcomprising closely spaced partings at60º to 70º, PL, RO, CNPT, 80°, PL, RO, CN
PT, 40°, IR, RO, CN
JT, 20°, UN, RO, Silt VN
JT, 30°, UN, RO, CNCS 30mmCS 40mm
PT, 30°, UN, RO, CN
PT, 80°, PL, RO, Silt COPT, 80°, UN, RO, CN
Highly Fractured Zone: 420mmcomprising closely spaced partings at60º to 70º, PL, RO, CN
Highly Fractured Zone: 150mmcomprising closely spaced partings at60º to 70º, PL, RO, CN
a=5.11d=5.91
a=1.46d=0.28
a=0.50d=0.38
a=3.23d=2.51
RL
(m)
568
567
566
565
564
563
562
561
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH03
GEOTFYSH09703AA
30 May 2014
31 May 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 576.95m (Datum Not Specified)angle from horizontal: 90°position: E: 704167; N: 6083158 (Datum Not Specified)
3 of 3
Engineering Log - Cored Borehole
drill model: Track Rig mounting: Track casing diameter : NMLC
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
9.0
10.0
11.0
12.0
13.0
14.0
15.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
er
PointID : B-BH03 Depth Range: 2.90 - 7.00 m
SB
A4
CORE PHOTOGRAPHB-BH03
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
5
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
PointID : B-BH03 Depth Range: 7.00 - 12.00 m
SB
A4
CORE PHOTOGRAPHB-BH03
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
6
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
PointID : B-BH03 Depth Range: 12.00 - 15.23 m
SB
A4
CORE PHOTOGRAPHB-BH03
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
7
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
F
M
=WpCH
SPT14,
24/100mm,N=R
U50
Not
Obs
erv
able
AD
/V
CA
SIN
G
TOPSOIL: Silty SAND: fine to medium grained,dark brown.
Sandy CLAY: medium to high plasticity, brown,fine to medium grained sand.
LIMESTONE: grey, extremely to highly weathered,very low to low strength.
Borehole B-BH04 continued as cored hole
TOPSOIL
ALLUVIUM
BEDROCK
RL
(m)
580
579
578
577
576
575
574
573
drilling information material substance
B-BH04
GEOTFYSH09703AA
02 Jun 2014
02 Jun 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 580.47m (Datum Not Specified)angle from horizontal: 90°position: E: 704154; N: 6083131 (Datum Not Specified)
1 of 3
Engineering Log - Borehole
drill model: Edson mounting: Truck casing diameter : HQ
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
XW toHW
MW
XW toHW
MW
SW toFR
LIMESTONE: grey, distinctly bedded at 60º to70º.
NO CORE: 0.32 m
LIMESTONE: grey, iron stained, distinctlybedded at 60º to 70º.
NO CORE: 0.72 m
LIMESTONE: grey, distinctly bedded at 60º to70º.
start coring at 4.00m
0%
13%
9%
38%
Def
ects
are
:PT
, 60
- 7
0°,
PL,
RO
, Fe
SN
,un
less
oth
erw
ise
desc
ribed
JT, 20°, UN, RO, Fe SN
JT, 20°, UN, RO, Fe SN
JT, 20 - 30°, UN, RO, Fe SN
JT, 20°, UN, RO, Silt CO
JT, 60 - 70°, PL, RO, CNCS 40mm
a=1.64d=5.31
a=3.96d=2.88
RL
(m)
580
579
578
577
576
575
574
573
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH04
GEOTFYSH09703AA
02 Jun 2014
02 Jun 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 580.47m (Datum Not Specified)angle from horizontal: 90°position: E: 704154; N: 6083131 (Datum Not Specified)
2 of 3
Engineering Log - Cored Borehole
drill model: Edson mounting: Truck casing diameter : HQ
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
NM
LC
SW toFR
LIMESTONE: grey, distinctly bedded at 60º to70º. (continued)
Borehole B-BH04 terminated at 14.90 mTarget depth
38%
44%
50%
0%
78%
Def
ects
are
:PT
, 60
- 7
0°,
PL,
RO
, CN
,un
less
oth
erw
ise
desc
ribed
JT, 60 - 70°, PL, RO, CNJT, 60 - 70°, PL, RO, CN
Highly Fractured Zone: 250mmcomprising closely spaced partings at60º to 70ºJT, 10°, UN, RO, CN
CS 20mm
CS 30mm
JT, 10°, UN, RO, CN
Highly Fractured Zone: 360mmcomprising closely spaced partings at60º to 70ºJT, 20°, PL, RO, CN
JT, 20°, UN, RO, CN
a=2.80d=7.30
a=1.30d=1.76
a=1.33d=2.78
a=3.13d=1.25
a=4.07d=0.77
a=3.06d=1.35
RL
(m)
572
571
570
569
568
567
566
565
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH04
GEOTFYSH09703AA
02 Jun 2014
02 Jun 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 580.47m (Datum Not Specified)angle from horizontal: 90°position: E: 704154; N: 6083131 (Datum Not Specified)
3 of 3
Engineering Log - Cored Borehole
drill model: Edson mounting: Truck casing diameter : HQ
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
9.0
10.0
11.0
12.0
13.0
14.0
15.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : B-BH04 Depth Range: 4.00 - 8.00 m
SB
A4
CORE PHOTOGRAPHB-BH04
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
8
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
PointID : B-BH04 Depth Range: 8.00 - 13.00 m
SB
A4
CORE PHOTOGRAPHB-BH04
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
9
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
PointID : B-BH04 Depth Range: 13.00 - 14.90 m
SB
A4
CORE PHOTOGRAPHB-BH04
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
10
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
<Wl
M
U50
Not
Obs
erv
able
AD
/V
CA
SIN
G
TOPSOIL: Sandy SILT: low liquid limit, dark brown,fine grained sand.
FILL: Clayey SAND: medium to coarse grained,orange-brown, medium plasticity clay fines, withsome large cobbles.
Borehole B-BH05 continued as cored hole
TOPSOIL
FILL
RL
(m)
583
582
581
580
579
578
577
576
drilling information material substance
B-BH05
GEOTFYSH09703AA
03 Jun 2014
04 Jun 2014
BC
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 583.11m (Datum Not Specified)angle from horizontal: 90°position: E: 704141; N: 6083104 (Datum Not Specified)
1 of 3
Engineering Log - Borehole
drill model: Edson mounting: Truck casing diameter : HQ
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
SW
SW
HW
SW
Sandy CLAY (CH): medium to high plasticity,orange, medium to coarse grained sand, withsome coarse grained, sub-rounded gravel.(ALLUVIUM)
NO CORE: 0.18 m
LIMESTONE: grey with dark grey laminations,distinctly bedded at 60º to 70º.
NO CORE: 0.12 m
LIMESTONE: grey with pale grey and whitelaminations, distinctly bedded at 60º to 70º, withpyrite and calcite mineralisation.
start coring at 1.40m
0%
0%
52%
50%
0%
0%
18%
0%
23%
0%
Def
ects
are
:PT
, 50
- 6
0°,
PL,
SO
, Fe
SN
,un
less
oth
erw
ise
desc
ribed
JT, 15°, IR, RO, Fe SN
PT, 60°, ST, RO, Fe SN
JT, 10°, ST, RO, Fe SN
Highly Fractured Zone: 300mmcomprising closely spaced joints andpartings at various orientations
SM 130mm, Silty Clay
JT, 5°, IR, RO, Fe SNHighly Fractured Zone: 100mmcomprising closely spaced joints andpartings at various orientations
CS 200mmCS 50mm
JT, 60°, PL, SO, Fe SN
CS 50mmJT x2, 10°, IR, RO, Fe SN
Highly Fractured Zone: 500mmcomprising closely spaced joints and
a=2.70d=2.17
d=1.05
a=2.51d=2.00
a=4.88d=0.19
a=1.80d=2.05
RL
(m)
583
582
581
580
579
578
577
576
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH05
GEOTFYSH09703AA
03 Jun 2014
04 Jun 2014
BC
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 583.11m (Datum Not Specified)angle from horizontal: 90°position: E: 704141; N: 6083104 (Datum Not Specified)
2 of 3
Engineering Log - Cored Borehole
drill model: Edson mounting: Truck casing diameter : HQ
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
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>>
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06/2
014
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9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
NM
LC
SWLIMESTONE: grey with pale grey and whitelaminations, bedding becoming distinctly twistedand wavy.
Becoming distinclty bedded at 30º to 40º
Becoming indistinclty bedded
Becoming distinctly bedded at 30º to 40º
Borehole B-BH05 terminated at 15.00 mTarget depth
0%
24%
85%
69%
55%
15%
33%
partings at various orientationsSM 40mmSM 40mm, ClayPT, 20°, CU, RO, Fe SNPT, 30°, CU, RO, Clay VNCS 50mmJT, 90°, ST, VR, CNSM 20mm, ClayJT, 0°, ST, RO, CN
JT, 5°, UN, RO, Silty Clay VNHighly Fractured Zone: 100mmcomprising closely spaced joints andpartings at various orientationsJT, 70°, CU, RO, Sandy clay CO
PT, 50°, PL, RO, Pale grey SN
SM 60mm, Silty ClayCS 60mm
CS 30mmCS 20mmCS 40mmJT, 5°, IR, VR, Silt CO
JT, 60°, UN, RO, Silty Clay COPT, 30°, PL, RO, Silty Clay CO
JT, 30°, UN, RO, CN
JT, 60°, PL, SO, Calcite VNJT, 40°, ST, RO, CN
CS 5mmCS 10mmCS 30mm
CS 30mmPT, 30°, UN, RO, Silt COJT, 5°, UN, RO, Silt CO
Highly Fractured Zone: 850mmcomprising closely spaced crushedseams and partings at 30º to 40º
JT x2, 60°, UN, RO, Fe SN
a=3.23d=5.34
a=5.26d=2.45
a=4.21d=4.63
a=1.23d=0.17
a=4.86d=5.62
a=0.98d=0.27
RL
(m)
575
574
573
572
571
570
569
568
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH05
GEOTFYSH09703AA
03 Jun 2014
04 Jun 2014
BC
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 583.11m (Datum Not Specified)angle from horizontal: 90°position: E: 704141; N: 6083104 (Datum Not Specified)
3 of 3
Engineering Log - Cored Borehole
drill model: Edson mounting: Truck casing diameter : HQ
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
9.0
10.0
11.0
12.0
13.0
14.0
15.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
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>>
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06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : B-BH05 Depth Range: 1.40 - 5.00 m
SB
A4
CORE PHOTOGRAPHB-BH05
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
11
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
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>>
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06/2
014
11:2
4
PointID : B-BH05 Depth Range: 5.00 - 10.00 m
SB
A4
CORE PHOTOGRAPHB-BH05
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
12
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
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06/2
014
11:2
4
PointID : B-BH05 Depth Range: 10.00 - 15.00 m
SB
A4
CORE PHOTOGRAPHB-BH05
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
13
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
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014
11:2
4
MD
=Wp
MGC
Not
Obs
erv
able
AD
/V
CA
SIN
G
FILL: Silty CLAY: medium plasticity, red-brown,trace fine grained sand.
Clayey GRAVEL: fine to coarse grained,sub-rounded, orange-brown, medium to highplasticity clay fines.
Borehole B-BH06 continued as cored hole
FILL
ALLUVIUM
RL
(m)
586
585
584
583
582
581
580
579
drilling information material substance
B-BH06
GEOTFYSH09703AA
05 Jun 2014
06 Jun 2014
BC
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 586.21m (Datum Not Specified)angle from horizontal: 90°position: E: 704127; N: 6083078 (Datum Not Specified)
1 of 3
Engineering Log - Borehole
drill model: Edson mounting: Truck casing diameter : HQ
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- C
BH
LO
GS
.GP
J <
<D
raw
ingF
ile>
> 2
7/06
/201
4 16
:07
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
NM
LC
SW
NO CORE: 0.70 m
Clayey GRAVEL (GC): medium grained,sub-rounded, orange-brown, medium to highplasticity clay fines. (ALLUVIUM)
LIMESTONE: grey with pale grey laminations,distinctly bedded at 60º.
start coring at 4.00m
0%
0%
62%
Highly Fractured Zone: 300mmcomprising closely spaced partings at20º, PL, RO, SN pale greySM 60mm, Clayey siltSM 100mm, Clayey siltCS 80mm
d=6.00
RL
(m)
586
585
584
583
582
581
580
579
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH06
GEOTFYSH09703AA
05 Jun 2014
06 Jun 2014
BC
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 586.21m (Datum Not Specified)angle from horizontal: 90°position: E: 704127; N: 6083078 (Datum Not Specified)
2 of 3
Engineering Log - Cored Borehole
drill model: Edson mounting: Truck casing diameter : HQ
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
1.0
2.0
3.0
4.0
5.0
6.0
7.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
NM
LC
HW
SW
SW
HW
SW
SW
NO CORE: 0.30 m
LIMESTONE: orange-grey, distinctly bedded at20º.
NO CORE: 0.45 m
LIMESTONE: grey with pale grey laminations,distinctly bedded at 40º to 60º.
NO CORE: 0.20 m
LIMESTONE: grey with pale grey laminations,distinctly bedded at 40º to 60º.
NO CORE: 0.30 m
LIMESTONE: grey with pale grey laminations,distinctly bedded at 40º to 60º.
NO CORE: 0.20 m
LIMESTONE: grey with pale grey laminations,distinctly bedded at 40º to 60º.
Borehole B-BH06 terminated at 15.80 mTarget depth
0%
29%
11%
0%
34%
90%
88%
Def
ects
are
:PT
, 60
°, P
L, S
O,
Pal
e gr
ey S
N,
unle
ss o
ther
wis
e de
scrib
ed
Highly Fractured Zone: 500mmcomprising closely spaced partingsand joints at various orientations
CS 80mmCS 10mm
PT, 50°, PL, RO, Calcite VN
Highly Fractured Zone: 110mmcomprising closely spaced partingsand joints at various orientationsJT, 0°, IR, VR, Fe SNJT, 0°, PL, RO, Calcite VNJT, 0°, PL, RO, Calcite VNHighly Fractured Zone: 300mmcomprising closely spaced partingsand joints at various orientations
JT, UN, RO, Calcite VNSM 50mm, Gravelly ClayJT, 45°, UN, RO, Calcite VN
SM 15mm, Sandy clay
CS 30mm
JT, 70°, UN, RO, Calcite VN
JT, 10°, CU, RO, CNCS 10mm
a=3.46d=0.35
a=2.01d=1.26
a=5.01d=0.66
a=4.05d=1.34
a=2.35d=3.06
a=0.73d=0.93
RL
(m)
578
577
576
575
574
573
572
571
drilling information material substance rock mass defects
water
complete drilling fluid loss no core recovered
core recovered(graphic symbols indicate material)
10/10/12, waterlevel on date shown
RQD = Rock Quality Designation (%)
core run & RQD
barrel withdrawn
25uL
method & support graphic log / core recovery
DTASADRRCBWNMLCNQHQPQSPT
diatubeauger screwingauger drillingroller/triconeclaw or blade bitwashboreNMLC core (51.9 mm)wireline core (47.6mm)wireline core (63.5mm)wireline core (85.0mm)standard penetrationtest
partial drilling fluid loss
water inflow
water pressure test result(lugeons) for depthinterval shown
grap
hic
log
defectspacing(mm)
30 100
300
1000
3000
met
hod
&su
ppor
t
wea
ther
ing
&al
tera
tionROCK TYPE: grain characterisics,
colour, structure, minor components
material description
core
run
& R
QD
B-BH06
GEOTFYSH09703AA
05 Jun 2014
06 Jun 2014
BC
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants NSW Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan, NSW
client:
principal:
project:
location:
surface elevation : 586.21m (Datum Not Specified)angle from horizontal: 90°position: E: 704127; N: 6083078 (Datum Not Specified)
3 of 3
Engineering Log - Cored Borehole
drill model: Edson mounting: Truck casing diameter : HQ
particular general
additional observations anddefect descriptions
(type, inclination, planarity, roughness, coating,thickness, other)
& Is50 = axial;
= diametral
VL
L M H VH
EH
estimatedstrength
dept
h (m
)
9.0
10.0
11.0
12.0
13.0
14.0
15.0
coatingCNSNVNCO
cleanstainveneercoating
planarityPLCUUNSTIR
planarcurvedundulatingsteppedIrregular
weathering & alteration*RSXWHWDWMWSWFR
residual soilextremely weatheredhighly weathereddistinctly weatheredmoderately weatheredslightly weatheredfresh
*W replaced with A for alteration
defect typePTJTSZSSCSSMDB
partingjointshear zoneshear surfacecrushed seamseamdrilling break
SLPOLSOROVR
slickensidedpolishedsmoothroughvery rough
roughness
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: C
OR
ED
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:0
9
a = axial;d = diametral
samples,field tests& Is(50)(MPa)
strengthVLLMHVHEH
very lowlowmediumhighvery highextremely high
wat
erN
ot O
bse
rvab
le
PointID : B-BH06 Depth Range: 4.00 - 8.00 m
SB
A4
CORE PHOTOGRAPHB-BH06
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
14
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
Dra
win
gFile
>>
24/
06/2
014
11:2
4
PointID : B-BH06 Depth Range: 8.00 - 13.00 m
SB
A4
CORE PHOTOGRAPHB-BH06
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
15
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
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>>
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06/2
014
11:2
5
PointID : B-BH06 Depth Range: 13.00 - 15.80 m
SB
A4
CORE PHOTOGRAPHB-BH06
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants NSW Pty Ltd
GEOTFYSH09703AA
N.T.S.
24/06/2014
BC Ellerton Drive ExtensionEllerton Drive, Quanbeyan, NSW
16
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O C
OR
E P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A -
CB
H L
OG
S.G
PJ
<<
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>>
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06/2
014
11:2
5
MD
M
SC
BS
Non
e O
bser
ved
AD
/T
N
ROAD SURFACE: ASPHALT.
FILL: Gravelly SAND: medium grained, grey, fineto coarse grained, sub-angular gravel.
FILL: Gravelly SAND: medium grained,orange-brown, medium to coarse grained,sub-angular gravel, with some small cobbles.
Clayey SAND: fine grained, brown, mediumplasticity clay, trace fine to medium grainedsub-angular gravel.
Borehole A-BH01 terminated at 1.5 mTarget depth
ROAD SEAL
ROAD BASE
FILL
COLLUVIUM
RL
(m)
602
601
drilling information material substance
A-BH01
GEOTFYSH09703AA
02 Jun 2014
02 Jun 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 602.54m (AHD) angle from horizontal: 90°position: E: 704147; N: 6085783 (WGS84 Zone 55)
1 of 1
Engineering Log - Borehole
drill model: 13 Tonne Excavator mounting: Track hole diameter : 300 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- E
XIS
TIN
G E
LLE
RT
ON
DR
IVE
GI.G
PJ
<<
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gFile
>>
27/
06/2
014
16:4
9
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
St
D
=WpCH
BS
BS
Non
e O
bser
ved
AD
/T
N
ROAD SURFACE: ASPHALT.
FILL: Clayey Sandy GRAVEL: fine tomedium grained, sub-angular, grey, fine to coarsegrained sand, medium plasticity clay.
FILL: Clayey SAND: fine to medium grained, paleorange, medium plasticity clay.
CLAY: medium to high plasticity, orange, withsome fine grained sand.
SANDSTONE: fine to medium grained, orange,extremely to highly weathered, estimated very lowstrength.
Borehole A-BH02 terminated at 1.5 mTarget depth
ROAD SEAL
ROAD BASE
FILL
RESIDUAL SOIL
BEDROCK
RL
(m)
603
602
drilling information material substance
A-BH02
GEOTFYSH09703AA
02 Jun 2014
02 Jun 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 603.89m (AHD) angle from horizontal: 90°position: E: 704244; N: 6085641 (WGS84 Zone 55)
1 of 1
Engineering Log - Borehole
drill model: 13 Tonne Excavator mounting: Track hole diameter : 300 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- E
XIS
TIN
G E
LLE
RT
ON
DR
IVE
GI.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:4
9
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
St
D
M
=WpSC
D
Non
e O
bser
ved
AD
/T
N
ROAD SURFACE: ASPHALT.
FILL: Clayey Sandy GRAVEL: fine tomedium grained, sub-angular, grey, fine to coarsegrained sand, medium plasticity clay.
FILL: Clayey GRAVEL: medium grained,sub-angular, orange, medium plasticity clay, withsome fine to medium grained sand.
Clayey SAND: fine to medium grained, red-brown,medium plasticity clay, with some fine to mediumgrained, sub-angular gravel.
Borehole A-BH03 terminated at 1.5 mTarget depth
ROAD SEAL
ROAD BASE
FILL
COLLUVIUM
RL
(m)
606
605
drilling information material substance
A-BH03
GEOTFYSH09703AA
02 Jun 2014
02 Jun 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 606.76m (AHD) angle from horizontal: 90°position: E: 704414; N: 6085549 (WGS84 Zone 55)
1 of 1
Engineering Log - Borehole
drill model: 13 Tonne Excavator mounting: Track hole diameter : 300 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- E
XIS
TIN
G E
LLE
RT
ON
DR
IVE
GI.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:4
9
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
MD
D
=Wp
MSC
D
BS
BS
Non
e O
bser
ved
AD
/T
N
ROAD SURFACE: ASPHALT.
FILL: Clayey Sandy GRAVEL: fine tomedium grained, sub-angular, grey, fine to coarsegrained sand, medium plasticity clay.
FILL: Gravelly CLAY: medium to high plasticity,orange, medium grained, sub-rounded gravel.
Clayey SAND: medium grained, red-brown,medium plasticity clay, with some fine to mediumgrained, sub-angular gravel.
Borehole A-BH04 terminated at 1.5 mTarget depth
ROAD SEAL
ROAD BASE
FILL
COLLUVIUM
RL
(m)
608
607
drilling information material substance
A-BH04
GEOTFYSH09703AA
02 Jun 2014
02 Jun 2014
SB
BC
Borehole ID.
sheet:
project no.
date started:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 608.13m (AHD) angle from horizontal: 90°position: E: 704582; N: 6085509 (WGS84 Zone 55)
1 of 1
Engineering Log - Borehole
drill model: 13 Tonne Excavator mounting: Track hole diameter : 300 mm
cons
iste
ncy
/re
lativ
e de
nsi
ty
grap
hic
log
moi
stur
eco
nditi
on
clas
sific
atio
nsy
mbo
l
samples &field tests
wat
er
samples & field tests consistency / relative densitysupportM mudC casing
N nil VSSFStVStHFbVLLMDDVD
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
classification symbol &soil descriptionbased on Unified
Classification System
water
water outflow
water inflow
penetration
no resistanceranging torefusal
10-Oct-12 waterlevel on date shown
method
1 2 3
ADASRRWCTHADTBVT *e.g.
auger drilling*auger screwing*roller/triconewashborecable toolhand augerdiatubeblank bitV bitTC bitbit shown by suffixAD/T
BDESSU##HPNN*NcVSRHB
bulk disturbed sampledisturbed sampleenvironmental samplesplit spoon sampleundisturbed sample ##mm diameterhand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear; peak/remouded (kPa)refusalhammer bouncing
met
hod
&su
ppor
t SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
BO
RE
HO
LE: N
ON
CO
RE
D G
EO
TF
YS
H09
703
AA
- E
XIS
TIN
G E
LLE
RT
ON
DR
IVE
GI.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
16:4
9
moistureDMWWpWl
drymoistwetplastic limitliquid limit
(kPa)
handpenetro-
meter
100
200
300
400
DEFINITION:In engineering terms soil includes every type of uncementedor partially cemented inorganic or organic material found inthe ground. In practice, if the material can be remoulded ordisintegrated by hand in its field condition or in water it isdescribed as a soil. Other materials are described using rockdescription terms.
CLASSIFICATION SYMBOL & SOIL NAMESoils are described in accordance with the Unified SoilClassification (UCS) as shown in the table on Sheet 2.
PARTICLE SIZE DESCRIPTIVE TERMS
MOISTURE CONDITION
CONSISTENCY OF COHESIVE SOILS
DENSITY OF GRANULAR SOILS
MINOR COMPONENTS
SOIL STRUCTURE
GEOLOGICAL ORIGIN
Boulders
Cobbles
>200 mm
63 mm to 200 mm
Gravel coarse
medium
fine
20 mm to 63 mm
6 mm to 20 mm
2.36 mm to 6 mm
Sand coarse
medium
fine
600 μm to 2.36 mm
200 μm to 600 μm
75 μm to 200 μm
Looks and feels dry. Cohesive and cemented soilsare hard, friable or powdery. Uncemented granularsoils run freely through hands.
Soil feels cool and darkened in colour. Cohesivesoils can be moulded. Granular soils tend to cohere.
As for moist but with free water forming on handswhen handled.
Very Soft
Soft
Firm
Stiff
Very Stiff
Hard
Friable
<12
12 - 25
25 - 50
50 - 100
100 - 200
>200
–
A finger can be pushed well into thesoil with little effort.
A finger can be pushed into the soilto about 25mm depth.
The soil can be indented about 5mmwith the thumb, but not penetrated.
The surface of the soil can beindented with the thumb, but notpenetrated.
The surface of the soil can be marked,but not indented with thumb pressure.
The surface of the soil can be markedonly with the thumbnail.
Crumbles or powders when scrapedby thumbnail.
Very loose
Loose
Medium Dense
Dense
Very Dense
Less than 15
15 - 35
35 - 65
65 - 85
Greater than 85
Trace of
With some
Presence just detectableby feel or eye, but soilproperties little or nodifferent to generalproperties of primarycomponent.
Coarse grained soils:<5%
Fine grained soils:<15%
Presence easily detectedby feel or eye, soilproperties little differentto general properties ofprimary component.
Coarse grained soils:5 - 12%Fine grained soils:15 - 30%
Layers
Lenses
Pockets
Continuous acrossexposure or sample.
Discontinuouslayers of lenticularshape.
Irregular inclusionsof different material.
Weaklycemented
Moderatelycemented
Easily broken up byhand in air or water.
Effort is required tobreak up the soil byhand in air or water.
Extremelyweatheredmaterial
Residual soil
Aeolian soil
Alluvial soil
Colluvial soil
Fill
Lacustrine soil
Marine soil
Structure and fabric of parent rock visible.
Structure and fabric of parent rock not visible.
Deposited by wind.
Deposited by streams and rivers.
Deposited on slopes (transported downslopeby gravity).
Man made deposit. Fill may be significantlymore variable between tested locations thannaturally occurring soils.
Deposited by lakes.
Deposited in ocean basins, bays, beachesand estuaries.
Dry
Moist
Wet
TERM ASSESSMENTGUIDE
PROPORTION OFMINOR COMPONENT IN:
TERM DENSITY INDEX (%)
ZONING CEMENTING
WEATHERED IN PLACE SOILS
TRANSPORTED SOILS
TERMUNDRAINEDSTRENGTHsu (kPa)
FIELD GUIDE
Soil Description Explanation Sheet (1 of 2)
NAME SUBDIVISION SIZE
SOIL CLASSIFICATION INCLUDING IDENTIFICATION AND DESCRIPTION
COMMON DEFECTS IN SOIL
(Excluding particles larger than 60 mm and basing fractions on estimated mass)
Wide range in grain size and substantialamounts of all intermediate particle sizes.
Predominantly one size or a range of sizeswith more intermediate sizes missing.
Non-plastic fines (for identificationprocedures see ML below)
Plastic fines (for identification proceduressee CL below)
Wide range in grain sizes and substantialamounts of all intermediate sizes
Predominantly one size or a range of sizeswith some intermediate sizes missing.
Non-plastic fines (for identificationprocedures see ML below).
Plastic fines (for identification proceduressee CL below).
IDENTIFICATION PROCEDURES ON FRACTIONS <0.2 mm.
None to Low
Medium to High
Low to medium
Low to medium
High
Medium to High
Quick to slow
None
Slow to very slow
Slow to very slow
None
None
None
Medium
Low
Low to medium
High
Low to medium
ML
CL
OL
MH
CH
OH
Pt
SILT
CLAY
ORGANIC SILT
SILT
CLAY
ORGANIC CLAY
PEAT
GW
GP
GM
GC
SW
SP
SM
SC
GRAVEL
GRAVEL
SILTY GRAVEL
CLAYEY GRAVEL
SAND
SAND
SILTY SAND
CLAYEY SAND
HIGHLY ORGANICSOILS
Readily identified by colour, odour, spongy feel andfrequently by fibrous texture.
Low plasticity – Liquid Limit wL less than 35%. Medium plasticity – wL between 35% and 50%. High plasticity – wL greater than 50%.
PARTING
JOINT
SHEAREDZONE
SHEAREDSURFACE
A surface or crack across which thesoil has little or no tensile strength.Parallel or sub parallel to layering(eg bedding). May be open or closed.
A surface or crack across which the soilhas little or no tensile strength but which isnot parallel or sub parallel to layering. Maybe open or closed. The term 'fissure' maybe used for irregular joints <0.2 m in length.
Zone in clayey soil with roughlyparallel near planar, curved or undulatingboundaries containing closely spaced,smooth or slickensided, curved intersectingjoints which divide the mass into lenticularor wedge shaped blocks.
A near planar curved or undulating, smooth,polished or slickensided surface in clayeysoil. The polished or slickensided surfaceindicates that movement (in many casesvery little) has occurred along the defect.
A zone in clayey soil, usually adjacentto a defect in which the soil has ahigher moisture content than elsewhere.
SOFTENEDZONE
TUBE
TUBECAST
INFILLEDSEAM
Tubular cavity. May occur singly or as oneof a large number of separate orinter-connected tubes. Walls often coatedwith clay or strengthened by denser packingof grains. May contain organic matter
Roughly cylindrical elongated body of soildifferent from the soil mass in which itoccurs. In some cases the soil whichmakes up the tube cast is cemented.
Sheet or wall like body of soil substanceor mass with roughly planar to irregularnear parallel boundaries which cutsthrough a soil mass. Formed by infilling ofopen joints.
FIN
E G
RA
INE
D S
OIL
SM
ore
than
50%
of m
ater
ial l
ess
than
63 m
m is
sm
alle
r th
an 0
.075
mm
(A 0
.075
mm
par
ticle
is a
bou
t th
e sm
alle
st p
artic
le v
isib
le t
o th
e na
ked
eye
)
SIL
TS &
CLA
YS
SIL
TS &
CLA
YS
SA
ND
SG
RA
VE
LSLi
qui
d li
mit
grea
ter
than
50
Liq
uid
lim
itle
ss t
han
50M
ore
than
hal
f of c
oars
efr
actio
n is
sm
alle
r th
an 2
.36
mm
Mor
e th
an h
alf o
f coa
rse
frac
tion
is la
rger
tha
n 2.
36 m
m
SA
ND
SW
ITH
FIN
ES
CLE
AN
SA
ND
SG
RA
VE
LSW
ITH
FIN
ES
CLE
AN
GR
AV
ELS
(Ap
pre
ciab
leam
ount
of fi
nes)
(Litt
leor
no
fines
)
(Ap
pre
ciab
leam
ount
of fi
nes)
(Litt
leor
no
fines
)
CO
AR
SE
GR
AIIN
ED
SO
ILS
Mor
e th
an 5
0% o
f mat
eria
ls le
ss t
han
63 m
m is
larg
er t
han
0.07
5 m
m
FIELD IDENTIFICATION PROCEDURES PRIMARY NAME
TERM DEFINITION DIAGRAM TERM DEFINITION DIAGRAM
DRY STRENGTH DILATANCY TOUGHNESS
Soil Description Explanation Sheet (2 of 2)
USC
72810-03/02/2009
The descriptive terms used by Coffey are given below. They are broadly consistent with Australian Standard AS1726-1993.
DEFINITIONS:Rock Substance
DefectMass
Rock substance, defect and mass are defined as follows:In engineering terms rock substance is any naturally occurring aggregate of minerals and organic material which cannot bedisintegrated or remoulded by hand in air or water. Other material is described using soil descriptive terms. Effectivelyhomogenous material, may be isotropic or anisotropic.Discontinuity or break in the continuity of a substance or substances.Any body of material which is not effectively homogeneous. It can consist of two or more substances without defects, or one ormore substances with one or more defects.
SUBSTANCE DESCRIPTIVE TERMS:
CLASSIFICATION OF WEATHERING PRODUCTS
ROCK SUBSTANCE STRENGTH TERMS
ROCK NAME
PARTICLE SIZE
FABRIC
Simple rock names are used rather than precisegeological classification.
Grain size terms for sandstone are:Mainly 0.6mm to 2mmMainly 0.2mm to 0.6mmMainly 0.06mm (just visible) to 0.2mm
Coarse grainedMedium grainedFine grained
Terms for layering of penetrative fabric (eg. bedding,cleavage etc. ) are:
Massive
Indistinct
Distinct
No layering or penetrative fabric.
Layering or fabric just visible. Little effect on properties.
Layering or fabric is easily visible. Rock breaks moreeasily parallel to layering of fabric.
Term Definition
ResidualSoil
RS
ExtremelyWeatheredMaterial
XW
Soil derived from the weathering of rock; themass structure and substance fabric are nolonger evident; there is a large change involume but the soil has not been significantlytransported.
Material is weathered to such an extent that ithas soil properties, ie, it either disintegrates orcan be remoulded in water. Original rock fabricstill visible.
HighlyWeatheredRock
HW Rock strength is changed by weathering. Thewhole of the rock substance is discoloured,usually by iron staining or bleaching to theextent that the colour of the original rock is notrecognisable. Some minerals are decomposedto clay minerals. Porosity may be increased byleaching or may be decreased due to thedeposition of minerals in pores.
ModeratelyWeatheredRock
MW The whole of the rock substance is discoloured,usually by iron staining or bleaching , to theextent that the colour of the fresh rock is nolonger recognisable.
SlightlyWeatheredRock
SW Rock substance affected by weathering to theextent that partial staining or partialdiscolouration of the rock substance (usually bylimonite) has taken place. The colour andtexture of the fresh rock is recognisable;strength properties are essentially those of thefresh rock substance.
Fresh Rock FR Rock substance unaffected by weathering.
Notes on Weathering:1. AS1726 suggests the term "Distinctly Weathered" (DW) to cover the range of substance weathering conditions between XW and SW. For projects where it is not practical to delineate between HW and MW or it is judged that there is no advantage in making such a distinction. DW may be used with the definition given in AS1726.2. Where physical and chemical changes were caused by hot gasses and liquids associated with igneous rocks, the term "altered" may be substituted for "weathering" to give the abbreviations XA, HA, MA, SA and DA.
Very Low VL Material crumbles under firmblows with sharp end of pick;can be peeled with a knife;pieces up to 30mm thick canbe broken by finger pressure.
Term Abbrev- iation
Point LoadIndex, Is(50) (MPa)
Field Guide
Less than 0.1
Low L 0.1 to 0.3
Medium M 0.3 to 1.0
High H 1 to 3
Very High VH 3 to 10
ExtremelyHigh
EH More than 10
Easily scored with a knife;indentations 1mm to 3mmshow with firm bows of apick point; has a dull soundunder hammer. Pieces ofcore 150mm long by 50mmdiameter may be broken byhand. Sharp edges of coremay be friable and breakduring handling.
Readily scored with a knife; apiece of core 150mm long by50mm diameter can bebroken by hand with difficulty.
A piece of core 150mm longby 50mm can not be brokenby hand but can be brokenby a pick with a single firmblow; rock rings underhammer.
Hand specimen breaks aftermore than one blow of apick; rock rings underhammer.
Specimen requires manyblows with geological pick tobreak; rock rings underhammer.
Notes on Rock Substance Strength:1. In anisotropic rocks the field guide to strength applies to the strength perpendicular to the anisotropy. High strength anisotropic rocks may break readily parallel to the planar anisotropy.2. The term "extremely low" is not used as a rock substance strength term. While the term is used in AS1726-1993, the field guide therein makes it clear that materials in that strength range are soils in engineering terms.3. The unconfined compressive strength for isotropic rocks (and anisotropic rocks which fall across the planar anisotropy) is typically 10 to 25 times the point load index Is(50). The ratio may vary for different rock types. Lower strength rocks often have lower ratios than higher strength rocks.
Rock Description Explanation Sheet (1 of 2)
Abbreviation
COMMON DEFECTS INROCK MASSES
DEFECT SHAPE
Term Definition
Parting A surface or crack across which therock has little or no tensile strength.Parallel or sub parallel to layering(eg bedding) or a planar anisotropyin the rock substance (eg, cleavage).May be open or closed.
Joint A surface or crack across which therock has little or no tensile strength.but which is not parallel or subparallel to layering or planaranisotropy in the rock substance.May be open or closed.
ShearedZone
Zone of rock substance with roughlyparallel near planar, curved or undulating boundaries cut byclosely spaced joints, shearedsurfaces or other defects. Some ofthe defects are usually curved andintersect to divide the mass intolenticular or wedge shaped blocks.
(Note 3)
ShearedSurface
A near planar, curved or undulatingsurface which is usually smooth,polished or slickensided.(Note 3)
CrushedSeam
Seam with roughly parallel almostplanar boundaries, composed ofdisoriented, usually angularfragments of the host rocksubstance which may be moreweathered than the host rock. Theseam has soil properties.
(Note 3)
InfilledSeam
Seam of soil substance usually withdistinct roughly parallel boundariesformed by the migration of soil intoan open cavity or joint, infilledseams less than 1mm thick may bedescribed as veneer or coating onjoint surface.
ExtremelyWeatheredSeam
Seam of soil substance, often withgradational boundaries. Formad byweathering of the rock substance inplace.
Notes on Defects:1. Usually borehole logs show the true dip of defects and face sketches and sections the apparent dip.2. Partings and joints are not usually shown on the graphic log unless considered significant.3. Sheared zones, sheared surfaces and crushed seams are faults in geological terms.
Planar The defect does not vary inorientation
ROUGHNESS TERMS
COATING TERMS
BLOCK SHAPE TERMS
Curved The defect has a gradualchange in orientation
Undulating The defect has a wavy surface
Stepped The defect has one or morewell defined steps
Irregular The defect has many sharpchanges of orientation
Slickensided Grooved or striated surface,usually polished
Polished Shiny smooth surface
Smooth Smooth to touch. Few or nosurface irregularities
Rough Many small surface irregularities(amplitude generally less than1mm). Feels like fine to coarsesand paper.
Very Rough Many large surfaceirregularities (amplitudegenerally more than 1mm).Feels like, or coarser than verycoarse sand paper.
Clean No visible coating
Stained No visible coating butsurfaces are discoloured
Veneer A visible coating of soil ormineral, too thin to measure;may be patchy
Coating A visible coating up to 1mmthick. Thicker soil material isusually described usingappropriate defect terms (eg,infilled seam). Thicker rockstrength material is usuallydescribed as a vein.
Blocky Approximatelyequidimensional
Tabular Thickness much less thanlength or width
Columnar Height much greate thancross section
Note: The assessment of defect shape is partlyinfluenced by the scale of the observation.
7271
0 /
07-0
6
Diagram MapSymbol
Graphic Log(Note 1)
Rock Description Explanation Sheet (2 of 2)
TERMS
Bedding
Cleavage (Note 2)
20
20
60
(Note 2)
35
40
50
65
32
Seam
Appendix B - Engineering Test Pit Logs
D
N CL
CL
Non
e O
bser
ved
<Wp F
H to Fb
Sandy CLAY: low plasticity, pale brown, finegrained sand, with some fine to mediumgrained, sub-angular gravel.
Sandy CLAY: low plasticity, red-brown, fine tomedium grained sand.
Test pit TP01 terminated at 3.1 mTarget depth
COLLUVIUM
25/20 mm
E
excavation information material substance
RL
(m)
615.5
615.0
614.5
614.0
613.5
613.0
612.5
612.0
samples &field tests
supp
ort
clas
sific
atio
nsy
mbo
l
TP01
GEOTFYSH9703AA
15 May 2014
15 May 2014
BC
DB
Excavation ID.
sheet:
project no.
date excavated:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 615.85m (AHD)position: E: 704651; N: 6085474 (WGS84 Zone 55) pit orientation:
1 of 1
Engineering Log - Excavation
excavation method: Excavator excavation dimensions: 2.9 m long 1.1 m wideequipment type: 13 Tonne Excavator DCP id.:
wat
er
moi
stur
eco
nditi
on
cons
iste
ncy
/re
lativ
e de
nsi
ty
SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
5 10 15 20
DCP(blows/
100 mm)
NXBHBRE
water
penetration
water inflow
method
water outflow
supportN noneS shoring
samples & field tests
natural exposureexisting excavationbackhoe bucketbulldozer bladeripperexcavator
moisture
consistency / relative density
VSSFStVStHFbVLLMDDVD
drymoistwetplastic limitliquid limit
DMWWP
WL
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
refusal
classification symbol &soil descriptionbased on Unified
Classification System
undisturbed sample ##mm diameterdisturbed samplebulk disturbed sampleenvironmental samplehand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear;peak/remouded
(uncorrected kPa)refusal
U##DBEHPNN*NcVS
R
no resistanceranging to
10-Oct-12 waterlevel on date shown
1 2 3
grap
hic
log
met
hod
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
EX
CA
VA
TIO
N +
PS
P/D
CP
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
15:4
1
(kPa)
handpenetro-
meter
100
200
300
400
TP01
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O T
ES
T P
IT P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
20/
06/2
014
16:0
3
SB
A4
TEST PIT PROFILE
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants Pty Ltd
GEOTFYSH9703AA
N.T.S.
20/06/2014
BC Ellerton Drive Extension
1
BX2
D
N CL
CL
Non
e O
bser
ved
<Wp HSandy CLAY: low plasticity, pale brown, finegrained sand, with some fine to mediumgrained, sub-angular gravel.
Sandy CLAY: low plasticity, mottledorange/grey, fine grained sand, with some clay.
Test pit TP02 terminated at 1.2 mBucket Refusal
COLLUVIUM
25/50 mm
E
excavation information material substance
RL
(m)
617.5
617.0
616.5
616.0
615.5
615.0
614.5
614.0
samples &field tests
supp
ort
clas
sific
atio
nsy
mbo
l
TP02
GEOTFYSH9703AA
01 May 2014
01 May 2014
BC
DB
Excavation ID.
sheet:
project no.
date excavated:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 617.54m (AHD)position: E: 704676; N: 6085447 (WGS84 Zone 55) pit orientation:
1 of 1
Engineering Log - Excavation
excavation method: Excavator excavation dimensions: 2.0 m long 0.5 m wideequipment type: 6 Tonne Excavator DCP id.:
wat
er
moi
stur
eco
nditi
on
cons
iste
ncy
/re
lativ
e de
nsi
ty
SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
5 10 15 20
DCP(blows/
100 mm)
NXBHBRE
water
penetration
water inflow
method
water outflow
supportN noneS shoring
samples & field tests
natural exposureexisting excavationbackhoe bucketbulldozer bladeripperexcavator
moisture
consistency / relative density
VSSFStVStHFbVLLMDDVD
drymoistwetplastic limitliquid limit
DMWWP
WL
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
refusal
classification symbol &soil descriptionbased on Unified
Classification System
undisturbed sample ##mm diameterdisturbed samplebulk disturbed sampleenvironmental samplehand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear;peak/remouded
(uncorrected kPa)refusal
U##DBEHPNN*NcVS
R
no resistanceranging to
10-Oct-12 waterlevel on date shown
1 2 3
grap
hic
log
met
hod
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
EX
CA
VA
TIO
N +
PS
P/D
CP
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
15:4
1
(kPa)
handpenetro-
meter
100
200
300
400
TP02
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O T
ES
T P
IT P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
20/
06/2
014
16:0
3
SB
A4
TEST PIT PROFILE
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants Pty Ltd
GEOTFYSH9703AA
N.T.S.
20/06/2014
BC Ellerton Drive Extension
2
BX2
D
N CL
CL
Non
e O
bser
ved
<Wp F
H to Fb
Sandy CLAY: low plasticity, pale grey-brown,fine grained sand, with some fine grained,sub-angular gravel.
Sandy CLAY: low plasticity, mottledorange/grey, fine grained sand.
Test pit TP03 terminated at 3.0 mTarget depth
COLLUVIUM
17/70 mm
E
excavation information material substance
RL
(m)
618.5
618.0
617.5
617.0
616.5
616.0
615.5
615.0
samples &field tests
supp
ort
clas
sific
atio
nsy
mbo
l
TP03
GEOTFYSH9703AA
15 May 2014
15 May 2014
BC
DB
Excavation ID.
sheet:
project no.
date excavated:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 618.55m (AHD)position: E: 704698; N: 6085422 (WGS84 Zone 55) pit orientation:
1 of 1
Engineering Log - Excavation
excavation method: Excavator excavation dimensions: 2.7 m long 1.0 m wideequipment type: 13 Tonne Excavator DCP id.:
wat
er
moi
stur
eco
nditi
on
cons
iste
ncy
/re
lativ
e de
nsi
ty
SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
5 10 15 20
DCP(blows/
100 mm)
NXBHBRE
water
penetration
water inflow
method
water outflow
supportN noneS shoring
samples & field tests
natural exposureexisting excavationbackhoe bucketbulldozer bladeripperexcavator
moisture
consistency / relative density
VSSFStVStHFbVLLMDDVD
drymoistwetplastic limitliquid limit
DMWWP
WL
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
refusal
classification symbol &soil descriptionbased on Unified
Classification System
undisturbed sample ##mm diameterdisturbed samplebulk disturbed sampleenvironmental samplehand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear;peak/remouded
(uncorrected kPa)refusal
U##DBEHPNN*NcVS
R
no resistanceranging to
10-Oct-12 waterlevel on date shown
1 2 3
grap
hic
log
met
hod
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
EX
CA
VA
TIO
N +
PS
P/D
CP
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
15:4
1
(kPa)
handpenetro-
meter
100
200
300
400
TP03
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O T
ES
T P
IT P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
20/
06/2
014
16:0
3
SB
A4
TEST PIT PROFILE
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants Pty Ltd
GEOTFYSH9703AA
N.T.S.
20/06/2014
BC Ellerton Drive Extension
3
BX2
N CL
CL
Non
e O
bser
ved
<Wp F
H
Sandy CLAY: low plasticity, pale grey, finegrained sand, trace fine grained, sub-angulargravel.
Gravelly Silty CLAY: low plasticity, paleorange, medium plasticity clay, mediumgrained, sub-angular to sub-rounded gravel,trace fine grained sand.
SHALE: grey, highly weathered, low tomedium strength.
Test pit TP04 terminated at 2.1 mRefusal on Bedrock
COLLUVIUM
BEDROCK
25/20 mm
E
excavation information material substance
RL
(m)
613.5
613.0
612.5
612.0
611.5
611.0
610.5
610.0
samples &field tests
supp
ort
clas
sific
atio
nsy
mbo
l
TP04
GEOTFYSH9703AA
15 May 2014
15 May 2014
BC
DB
Excavation ID.
sheet:
project no.
date excavated:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 613.79m (AHD)position: E: 704676; N: 6085384 (WGS84 Zone 55) pit orientation:
1 of 1
Engineering Log - Excavation
excavation method: Excavator excavation dimensions: 0.0 m long 0.0 m wideequipment type: 6 Tonne Excavator DCP id.:
wat
er
moi
stur
eco
nditi
on
cons
iste
ncy
/re
lativ
e de
nsi
ty
SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
5 10 15 20
DCP(blows/
100 mm)
NXBHBRE
water
penetration
water inflow
method
water outflow
supportN noneS shoring
samples & field tests
natural exposureexisting excavationbackhoe bucketbulldozer bladeripperexcavator
moisture
consistency / relative density
VSSFStVStHFbVLLMDDVD
drymoistwetplastic limitliquid limit
DMWWP
WL
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
refusal
classification symbol &soil descriptionbased on Unified
Classification System
undisturbed sample ##mm diameterdisturbed samplebulk disturbed sampleenvironmental samplehand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear;peak/remouded
(uncorrected kPa)refusal
U##DBEHPNN*NcVS
R
no resistanceranging to
10-Oct-12 waterlevel on date shown
1 2 3
grap
hic
log
met
hod
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
EX
CA
VA
TIO
N +
PS
P/D
CP
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
15:4
1
(kPa)
handpenetro-
meter
100
200
300
400
TP04
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O T
ES
T P
IT P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
20/
06/2
014
16:0
3
SB
A4
TEST PIT PROFILE
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants Pty Ltd
GEOTFYSH9703AA
N.T.S.
20/06/2014
BC Ellerton Drive Extension
4
D
D
N CL
CLNon
e O
bser
ved
<Wp F
H
Sandy CLAY: low plasticity, pale brown, finegrained sand.
Sandy CLAY: low plasticity, mottledorange/grey, fine grained sand, with some fineto medium grained, sub-angular gravel.
SHALE: grey, highly weathered, low tomedium strength.
Test pit TP05 terminated at 1.5 mRefusal on Bedrock
COLLUVIUM
BEDROCK
25/80 mm
E
excavation information material substance
RL
(m)
618.0
617.5
617.0
616.5
616.0
615.5
615.0
samples &field tests
supp
ort
clas
sific
atio
nsy
mbo
l
TP05
GEOTFYSH9703AA
01 May 2014
01 May 2014
BC
DB
Excavation ID.
sheet:
project no.
date excavated:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 618.48m (AHD)position: E: 704718; N: 6085386 (WGS84 Zone 55) pit orientation:
1 of 1
Engineering Log - Excavation
excavation method: Excavator excavation dimensions: 1.9 m long 0.5 m wideequipment type: 6 Tonne Excavator DCP id.:
wat
er
moi
stur
eco
nditi
on
cons
iste
ncy
/re
lativ
e de
nsi
ty
SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
5 10 15 20
DCP(blows/
100 mm)
NXBHBRE
water
penetration
water inflow
method
water outflow
supportN noneS shoring
samples & field tests
natural exposureexisting excavationbackhoe bucketbulldozer bladeripperexcavator
moisture
consistency / relative density
VSSFStVStHFbVLLMDDVD
drymoistwetplastic limitliquid limit
DMWWP
WL
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
refusal
classification symbol &soil descriptionbased on Unified
Classification System
undisturbed sample ##mm diameterdisturbed samplebulk disturbed sampleenvironmental samplehand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear;peak/remouded
(uncorrected kPa)refusal
U##DBEHPNN*NcVS
R
no resistanceranging to
10-Oct-12 waterlevel on date shown
1 2 3
grap
hic
log
met
hod
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
EX
CA
VA
TIO
N +
PS
P/D
CP
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
15:4
1
(kPa)
handpenetro-
meter
100
200
300
400
TP05
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O T
ES
T P
IT P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
20/
06/2
014
16:0
3
SB
A4
TEST PIT PROFILE
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants Pty Ltd
GEOTFYSH9703AA
N.T.S.
20/06/2014
BC Ellerton Drive Extension
5
BX2
N CL
Non
e O
bser
ved
<Wp VSt
H to Fb
Sandy CLAY: low plasticity, pale brown, finegrained sand, trace fine grained, angulargravel.
SHALE: grey, highly weathered, low tomedium strength.
Test pit TP06 terminated at 0.9 mRefusal on Bedrock
COLLUVIUM
BEDROCK
25/80 mm
E
excavation information material substance
RL
(m)
615.5
615.0
614.5
614.0
613.5
613.0
612.5
612.0
samples &field tests
supp
ort
clas
sific
atio
nsy
mbo
l
TP06
GEOTFYSH9703AA
15 May 2014
15 May 2014
BC
DB
Excavation ID.
sheet:
project no.
date excavated:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 615.64m (AHD)position: E: 704707; N: 6085333 (WGS84 Zone 55) pit orientation:
1 of 1
Engineering Log - Excavation
excavation method: Excavator excavation dimensions: 3.0 m long 1.0 m wideequipment type: 13 Tonne Excavator DCP id.:
wat
er
moi
stur
eco
nditi
on
cons
iste
ncy
/re
lativ
e de
nsi
ty
SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
5 10 15 20
DCP(blows/
100 mm)
NXBHBRE
water
penetration
water inflow
method
water outflow
supportN noneS shoring
samples & field tests
natural exposureexisting excavationbackhoe bucketbulldozer bladeripperexcavator
moisture
consistency / relative density
VSSFStVStHFbVLLMDDVD
drymoistwetplastic limitliquid limit
DMWWP
WL
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
refusal
classification symbol &soil descriptionbased on Unified
Classification System
undisturbed sample ##mm diameterdisturbed samplebulk disturbed sampleenvironmental samplehand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear;peak/remouded
(uncorrected kPa)refusal
U##DBEHPNN*NcVS
R
no resistanceranging to
10-Oct-12 waterlevel on date shown
1 2 3
grap
hic
log
met
hod
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
EX
CA
VA
TIO
N +
PS
P/D
CP
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
15:4
1
(kPa)
handpenetro-
meter
100
200
300
400
TP06
CD
F_0
_9_0
4B
A.G
LB G
rfcT
bl C
OF
PH
OT
O T
ES
T P
IT P
HO
TO
1 P
ER
PA
GE
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
20/
06/2
014
16:0
3
SB
A4
TEST PIT PROFILE
client:drawn
project no:
datetitle:
project:approved
original size
scale
fig no: rev:
Opus International Consultants Pty Ltd
GEOTFYSH9703AA
N.T.S.
20/06/2014
BC Ellerton Drive Extension
6
N CL
Non
e O
bser
ved
<Wp VSt
H to Fb
Gravelly CLAY: low plasticity, pale brown, finegrained, angular gravel.
SHALE: grey, highly weathered, low tomedium strength.
Test pit TP07 terminated at 2.5 mRefusal on Bedrock
COLLUVIUM
BEDROCK
25/50 mm
E
excavation information material substance
RL
(m)
619.0
618.5
618.0
617.5
617.0
616.5
616.0
615.5
samples &field tests
supp
ort
clas
sific
atio
nsy
mbo
l
TP07
GEOTFYSH9703AA
15 May 2014
15 May 2014
BC
DB
Excavation ID.
sheet:
project no.
date excavated:
date completed:
logged by:
checked by:
Opus International Consultants Pty Ltd
Queanbeyan City Council
Ellerton Drive Extension
Queanbeyan NSW
client:
principal:
project:
location:
surface elevation : 619.21m (AHD)position: E: 704738; N: 6085330 (WGS84 Zone 55) pit orientation:
1 of 1
Engineering Log - Excavation
excavation method: Excavator excavation dimensions: 3.1 m long 1.0 m wideequipment type: 13 Tonne Excavator DCP id.:
wat
er
moi
stur
eco
nditi
on
cons
iste
ncy
/re
lativ
e de
nsi
ty
SOIL TYPE: plasticity or particle characteristic,colour, secondary and minor components
material description structure andadditional observations
5 10 15 20
DCP(blows/
100 mm)
NXBHBRE
water
penetration
water inflow
method
water outflow
supportN noneS shoring
samples & field tests
natural exposureexisting excavationbackhoe bucketbulldozer bladeripperexcavator
moisture
consistency / relative density
VSSFStVStHFbVLLMDDVD
drymoistwetplastic limitliquid limit
DMWWP
WL
very softsoftfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
refusal
classification symbol &soil descriptionbased on Unified
Classification System
undisturbed sample ##mm diameterdisturbed samplebulk disturbed sampleenvironmental samplehand penetrometer (kPa)standard penetration test (SPT)SPT - sample recoveredSPT with solid conevane shear;peak/remouded
(uncorrected kPa)refusal
U##DBEHPNN*NcVS
R
no resistanceranging to
10-Oct-12 waterlevel on date shown
1 2 3
grap
hic
log
met
hod
1 2 3pe
netr
atio
n
dept
h (m
)
0.5
1.0
1.5
2.0
2.5
3.0
3.5
CD
F_0
_9_0
4B
A.G
LB L
og C
OF
EX
CA
VA
TIO
N +
PS
P/D
CP
GE
OT
FY
SH
097
03A
A.G
PJ
<<
Dra
win
gFile
>>
27/
06/2
014
15:4
1
(kPa)
handpenetro-
meter
100
200
300
400