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PORT STEPHENS
RAYMONDTERRACE
FERODALE
CAMPVALE
OSTERLEY
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HEATHERBRAE
NELSONSPLAINS
EAGLETON
SWANBAY
FULLERTONCOVE
FERNBAY
SALT ASH
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OYSTERCOVE
FISHERMANSBAY
TAYLORSBEACH
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MEDOWIE
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GRAHAMSTOWNDAM
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Hunter River
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Williams River
TILLIGERRY CK.
Port StephensHydrologic SoilGroup Mapping
© State of New South Wales and Office of Environment and Heritage 2013
Hydrologic Soil Group
CadastreCadastre 24/01/2017 © Land and Property Information (LPI)
A
C
Not Assessed
D
B
NOTES
This map provides an estimation of Hydrologic Groups of Soils in NSW according to the four class system. The map was releasedby the NSW Government 11 October 2016. The map uses the best available soils mapping coverage and was derived by linking a Hydrologic Group class to a particular Great Soil Group.
Group A— soils having high infiltration rates, even when thoroughly wetted and consisting chiefly of deep, well toexcessively-drained sands or gravels.These soils have a highrate of water transmission. For design purposes, it is assumedthat the Antecedent Moisture Condition is "Rather wet" (refer toAustralian Rainfall and Runoff (ARR) 2016, Table 5.3.11) and theHorton Maximum (Initial) Infiltration Rate is 83.6 mm/hr, theMinimum (Final) Infiltration Rate is 25 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group B— soils having moderate infiltration rates whenthoroughly wetted and consisting chiefly of moderately deep todeep, moderately fine to moderately coarse textures. These soilshave a moderate rate of water transmission. For design purposes,it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum(Initial) Infiltration Rate is 66.3 mm/hr, the Minimum (Final)Infiltration Rate is 13 mm/hr and the Shape Factor/Decay Rate kis 2 /hour (refer ARR 2016, Table 5.3.12).
Group C— soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedesdownward movement of water, or soils with moderately fineto fine texture. These soils have a slow rate of transmission. Fordesign purposes, it is assumed that the Antecedent MoistureCondition is "Rather wet" (refer to ARR 2016, Table 5.3.11) andthe Horton Maximum (Initial) Infiltration Rate is 33.7 mm/hr, the Minimum (Final) Infiltration Rate is 6 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group D— soils having very slow infiltration rates whenthoroughly wetted and consisting chiefly of clay soils with a highswelling potential, soils with a high water table, soils with a claylayer, and shallow soils over nearly impervious material. Thesesoils have a very slow rate of transmission. For stormwater design purposes, it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum (Initial) Infiltration Rate is 7.4 mm/hr, the Minimum (Final) Infiltration Rate is 3 mm/hr and the Shape Factor/DecayRate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Water
Hydrologic Soil Group Map - Sheet HSG_004
NEWCASTLE LGA
Refer to map HSG_004D
metres0 1000
Refer to map HSG_004C
Refer to map HSG_004B
Refer to map HSG_004A
FullertonCove
NEWCASTLE LGA
HSG_004_080_20170124
GDA 1994MGA Zone 56
Map identification number :
Scale: 1:20000 A3
NE
LS ON
NEL
SON
BAY VARDON
RD
BAY
FULLER
TON
RANKIN
ST
TAYLOR
BRAID
HYD
ELN
RD
RD
Sugar Glider
RD
RD
Heron
POP
PLEW
ELL
RD
Heron
Way
POPPLEW
ELL
Cct
Cct
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The
Ringtail
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Pl
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Pl
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RD
CL
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Way
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Dr
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RD
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CO
VE
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RK
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RA
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BITOU
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WIN
GEN
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RD
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MYRTLE
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WAY
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ING
Y BA
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DR
DR
DR
CRT
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ARA
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ONK
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ST
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DU
NE
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NO
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ST
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E
DR
ST
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ST
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ST
DUNE
ST
DR
ST
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IDE
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ST
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ON
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B DI V
I SI O
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OA
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N
ST
GEORGE RO
ADBA Y
LN
BIGHT
COVE
AVE
ST
PRO
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ENCE
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MU
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OR
A
NORFOLK
FULLERTONCOVE
FERNBAY
001
002
003
004
005001A
001B
001C
002A 002B
002C
003A
003B
004B
004C
004D
005A
005B
005C
005D
005E
004A
Port StephensHydrologic SoilGroup Mapping
© State of New South Wales and Office of Environment and Heritage 2013
Hydrologic Soil Group
CadastreCadastre 24/01/2017 © Land and Property Information (LPI)
A
C
Not Assessed
D
B
NOTES
This map provides an estimation of Hydrologic Groups of Soils in NSW according to the four class system. The map was releasedby the NSW Government 11 October 2016. The map uses the best available soils mapping coverage and was derived by linking a Hydrologic Group class to a particular Great Soil Group.
Group A— soils having high infiltration rates, even when thoroughly wetted and consisting chiefly of deep, well toexcessively-drained sands or gravels.These soils have a highrate of water transmission. For design purposes, it is assumedthat the Antecedent Moisture Condition is "Rather wet" (refer toAustralian Rainfall and Runoff (ARR) 2016, Table 5.3.11) and theHorton Maximum (Initial) Infiltration Rate is 83.6 mm/hr, theMinimum (Final) Infiltration Rate is 25 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group B— soils having moderate infiltration rates whenthoroughly wetted and consisting chiefly of moderately deep todeep, moderately fine to moderately coarse textures. These soilshave a moderate rate of water transmission. For design purposes,it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum(Initial) Infiltration Rate is 66.3 mm/hr, the Minimum (Final)Infiltration Rate is 13 mm/hr and the Shape Factor/Decay Rate kis 2 /hour (refer ARR 2016, Table 5.3.12).
Group C— soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedesdownward movement of water, or soils with moderately fineto fine texture. These soils have a slow rate of transmission. Fordesign purposes, it is assumed that the Antecedent MoistureCondition is "Rather wet" (refer to ARR 2016, Table 5.3.11) andthe Horton Maximum (Initial) Infiltration Rate is 33.7 mm/hr, the Minimum (Final) Infiltration Rate is 6 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group D— soils having very slow infiltration rates whenthoroughly wetted and consisting chiefly of clay soils with a highswelling potential, soils with a high water table, soils with a claylayer, and shallow soils over nearly impervious material. Thesesoils have a very slow rate of transmission. For stormwater design purposes, it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum (Initial) Infiltration Rate is 7.4 mm/hr, the Minimum (Final) Infiltration Rate is 3 mm/hr and the Shape Factor/DecayRate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Water
Hydrologic Soil Group Map - Sheet HSG_004A
NEWCASTLE LGA
400 metres0
NEWCASTLE LGA
SOUTHPACIFICOCEAN
HSG_004A_020_20170124
GDA 1994MGA Zone 56
Map identification number :
Scale: 1:20000 A3
001
002
003
004
005001A
001B
001C
002A 002B
002C
003A
003B
004B
004C
004D
005A
005B
005C
005D
005E
004A
RD
PlRD
Augusta
RICHARDSON
RD
ROAD
Mui
rfiel
d
RICHARDSON
Way
Dr
P l
Ln
TurnberryHuntingdale
SUNNINGDALE
GRAHAMSTOWN
Pt
Championship
HARVEST
AVE
CCT
CRDRRD KAPALUACHAMPIONSHIP
SOUTH SUNNINGDALE
Medinah
SUNNINGDALEWY
CCTGRAHAMSTOW
N
CARNOUSTIEPKWY
CCT
BVD
ROBERT
BOYDFOR
D
FOR
D
BVDCL
CL
FORDAVE
JOANNECL OSPREY
ST
CCT
CL
HUDSON
BVDSYLVAN
POTOROO
HILL
TOP
RD
CL
SCEN
I C
OSPREYAVE
CR
T
AVECCT
RD
SYLV
AN
CLBILB
YWOODLANDS KOALA
RD
CL
BLUEBERRY
BOYD
WAY PATHWAY
AVE
TAHLEE POTO
ROO
SYLVAN
MED
OW
IE
JAMES
PLKIN
GFI
SHE
R
AVE
BVDCL AVE
Drainage Reserve
AVE
RD
ST
Main Campvale Drain
SOUTH
SOUTHEAGLE SOUTH
PATH
WAY
ST
DR
SUNNINGDALE
BROCKLESBY
DP 1151609
DR
PINEHURST
ROAD
TCE
JAM
ES
RD
RD
LAKE
SIDE
TCE
LAKES
IDE
PASTURES
GRAHA
MST
OWN
CCTCL
CL
WADERD
ABU
ND
A NC
E
BRO
CK L
ESB Y
ST AN
DR
EWS
RAYMOND
SYLV
AN
GRAHAMSTO
WN
WAYST SUNNINGDALE
OAKM
ONT
RD
LAKE
WO
OD
CCT
FARM
BUTT
AB A
CULVERLEYRD
CAR
ISB
RO
OKE
FERODALE
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RD
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KEDAHLA
CL
RD
FAIR
LAN
DS
FERODALE
RD
WAR
OP A
RA
RD
RDFERODALE
INDUSTRIAL
RD
RD
KIR
RA N
G
WILGA
PEP
PERT
REE
RD
RD
MUIRST
MED
OW
IER
D
SILVER
BOTT
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H
FERODALE
SCRIBBLY
TALL
OW
OO
DA V
E
PL
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TALLOWOOD
WIL
LOW
CL
MA R
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Y A CL
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MAP
LEC
L
DR
GR
EVI L
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CASUARINA
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IAS
AVE
MY
R TLEP
L
GUM
CL
CL
RIC
HARD
CL
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RD
CO
AC
HWO
OD
DR
DR
CL
PL
CL
SARAH
DR
RD
DR
CRE
IGH
TON
CYPRESS
ROSEWOOD
KUNZEA
DR
RD
AGONIS PL
RD
CL
DR
ROSEWOOD
CLST
UR
T
DR
CL
CO
A CH
WO
OD
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CL
FLI N
DE R
S
MELIA
AVE
CL
LE
BIR
CH
AVE
RD
MO
TTE E
CL
FEAT
HERT
AIL
COLLINS
RED
MAN
CRT
AVE
CL
CL
WA R
ABI
ST
AVE
KIND
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LAURINA
AVE
LILLYPILLY
SEQUO
IA
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LAU
RI N
A
WIRREANDA
RD
ST
BOX
CL
TREE
ELM
GEEBUNG
HAKEA
CASU
ARIN
AST
RE
D GU
M
ST
TEA
CORAL
AVE
DR
PDE
BRUSH
ST
RD
CL
FLAM
ETR
EE
CR
COOLABAH
BLA
CKBU
T T
COACHWOOD
BANKSIA
CR
TUPELO
DR PATHWAY
PATHWAYLINK
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PATHWAY
DR
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TT
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PACI
FIC
RD
FERODALE
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RD
BUTT
ABA
RD
RD
RD
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RD
BO
UN
DAR
Y
RD
ROAD
RD
HO
DG
ES
RD
MAH
OG
ANY
RINGWOOD
YANGOORA
KULA
MCDONALD
CL
JAYW
OOD
CL
CL
BOUNDARY
PL
KULA
RO
AD
BALLAT
EVANS
RD
RD
RD
ABERCROMBIE
CLCL
RO
BINA
ASHFIG
TREE
STSANDALWOOD SILVERWOOD
CLAVE CCTDANGAR
DR DRPL
AVE
FEDE
RAT
ION
DRHUONPAMELIA CL
GLANMORGAN
CL CCT
DR DANGAR
CL JARRAH CL
GWALIA
CCTTREED
R TALLOWOOD
CHERRY
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Mid
dleb
y
Gro
ve
HE
RITA
GE
Gro
v e SASSIN
WELLARD
PATHW
AY
KIR
RAN
G
SAS S
INSIR
CL
R D
RD RD
HENRY
BARTON
KULA
CRCO
LON
Y
CL PA
RKESC
OU R
T
CL
CED
AR
CLRD
DR
CHES
TNUT
DR
AVE
DR
RDCL
AVE DRCL RD
RD
FEDERATION
CO
UN
TY
EXPL
OR
ERS
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CLSUMMERS
AVE
HIG
HLA
ND
CL CL
RYAN
KARWIN
CL
OVERLAND
RD
CL
OV
E RLA
ND
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COLE FISHER
RD
FOR
ESTR
Y
SQUIRE
RE
SERV
E
CL
RD
FORESTRY
FORESTRY
DANIEL JAMES
RD
MEDOW
IE
TRAIL
RO
AD
RD
RYAN
DRAINAGE
FISHER
RD
RD
AVE
MEDOW
IE
BOUNDARY RD
RD RD
SETTLERS
LEW
IS
GRIFFITHS
RD
CL
AVE
MEDOWIE
GRAHAMSTOWNDAM
Port StephensHydrologic SoilGroup Mapping
© State of New South Wales and Office of Environment and Heritage 2013
Hydrologic Soil Group
CadastreCadastre 24/01/2017 © Land and Property Information (LPI)
A
C
Not Assessed
D
B
NOTES
This map provides an estimation of Hydrologic Groups of Soils in NSW according to the four class system. The map was releasedby the NSW Government 11 October 2016. The map uses the best available soils mapping coverage and was derived by linking a Hydrologic Group class to a particular Great Soil Group.
Group A— soils having high infiltration rates, even when thoroughly wetted and consisting chiefly of deep, well toexcessively-drained sands or gravels.These soils have a highrate of water transmission. For design purposes, it is assumedthat the Antecedent Moisture Condition is "Rather wet" (refer toAustralian Rainfall and Runoff (ARR) 2016, Table 5.3.11) and theHorton Maximum (Initial) Infiltration Rate is 83.6 mm/hr, theMinimum (Final) Infiltration Rate is 25 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group B— soils having moderate infiltration rates whenthoroughly wetted and consisting chiefly of moderately deep todeep, moderately fine to moderately coarse textures. These soilshave a moderate rate of water transmission. For design purposes,it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum(Initial) Infiltration Rate is 66.3 mm/hr, the Minimum (Final)Infiltration Rate is 13 mm/hr and the Shape Factor/Decay Rate kis 2 /hour (refer ARR 2016, Table 5.3.12).
Group C— soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedesdownward movement of water, or soils with moderately fineto fine texture. These soils have a slow rate of transmission. Fordesign purposes, it is assumed that the Antecedent MoistureCondition is "Rather wet" (refer to ARR 2016, Table 5.3.11) andthe Horton Maximum (Initial) Infiltration Rate is 33.7 mm/hr, the Minimum (Final) Infiltration Rate is 6 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group D— soils having very slow infiltration rates whenthoroughly wetted and consisting chiefly of clay soils with a highswelling potential, soils with a high water table, soils with a claylayer, and shallow soils over nearly impervious material. Thesesoils have a very slow rate of transmission. For stormwater design purposes, it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum (Initial) Infiltration Rate is 7.4 mm/hr, the Minimum (Final) Infiltration Rate is 3 mm/hr and the Shape Factor/DecayRate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Water
Hydrologic Soil Group Map - Sheet HSG_004B
400 metres0
HSG_004B_020_20170124
GDA 1994MGA Zone 56
Map identification number :
Scale: 1:20000 A3
001
002
003
004
005001A
001B
001C
002A 002B
002C
003A
003B
004B
004C
004D
005A
005B
005C
005D
005E
004A
CL
STOCKTON
ROAD
RO
AD
CL
DR
Pl
ROAD
Technology
WILLIAMTOW
N
RD
SANDEMAN
Cre
ssw
ell
STROAD
Dr
STEELRD
ST
NELSON
Way
BAY
Way SLA DE
S
Kindler
MED
OW
I E
ROADWilliamtown
RD
SANSOM
RD
SANSOMRD
RO
AD
NELSON
BAY
RO
A D
RD
SALT
RICHARDSON
MED
OW
IE
RD
RD
RICHARDSON
RICHARDSON
MED
OW
IE
ROAD
RD
PlRD
Augusta
RICHARDSON
RD
ROAD
Mui
rfiel
d
RICHARDSON
Way
Dr
Pl
Ln
TurnberryHuntingdale
SUNNINGDALE
GRAHAMSTOWN
Pt
Cham
pionship
HARVESTAVE
CCT
CRDRRD KAPALUACHAMPIONSHIP
SOUTH SUNNINGDA
LE
Medinah
SUNNINGDALEWY
CCTGRAHAMSTOWN
CARNOUSTIEPKWY
CCT
BVD
ROBERT
BOYDFOR
D
FOR
D
BVDCL
CL
FORDAVE
JOANNECL OSPREY
ST
CCT
CL
HUDSON
BVDSYLVANPOTOROO
HILL
TOP
RD
CL
S CEN
IC
OSPREYAVE
CRT
AVECCT
RDSY
LVAN
CLBILB
YWOODLANDS KOALA
RD
CL
BLUEBERRY
BOYD
WAY PATHWAY
AVE
TAHLEE POTO
RO
O
SYLVAN
MED
OW
IE
JAMES
PLKIN
GFI
SHER
A VE
BVDCL AVE
Drainage Reserve
AV E
RD
ST
Main Campvale Drain
SOUTH
SOUTHEAGLE SOUTH
PATHWAY
ST
DR
SUNNINGDALE
BROCKLESBY
DP 1151609
DR
PINEHURST
ROAD
TCE
JAM
E S
RD
RD
LAKE
SIDE
TCE
LAKESID
E
PASTURES
GRAH
AMST
OWN
CCT
CL
CL
WADERD
ABU
ND
ANC
E
BRO
CKL
ESB
Y
ST AND
RE
WS
RAYMOND
SYLV
AN
GRAHAMSTOWN
WAYST SUNNINGDALE
OAKMONT
RD
LAKE
WO
OD
CCT
FARM
OLD
RD
LISADELL
KEDAHLA
CL
FAI R
LAN
DS
RD
CL
RICH
ARD
WINDEYER
RD
CR
EIG
HTO
N
RD
CL
STU
RT
AVE
FEAT
HER
TAIL
LILLYPILLY
CAMPVALE
WILLIAMTOWN
MEDOWIE
Port StephensHydrologic SoilGroup Mapping
© State of New South Wales and Office of Environment and Heritage 2013
Hydrologic Soil Group
CadastreCadastre 24/01/2017 © Land and Property Information (LPI)
A
C
Not Assessed
D
B
NOTES
This map provides an estimation of Hydrologic Groups of Soils in NSW according to the four class system. The map was releasedby the NSW Government 11 October 2016. The map uses the best available soils mapping coverage and was derived by linking a Hydrologic Group class to a particular Great Soil Group.
Group A— soils having high infiltration rates, even when thoroughly wetted and consisting chiefly of deep, well toexcessively-drained sands or gravels.These soils have a highrate of water transmission. For design purposes, it is assumedthat the Antecedent Moisture Condition is "Rather wet" (refer toAustralian Rainfall and Runoff (ARR) 2016, Table 5.3.11) and theHorton Maximum (Initial) Infiltration Rate is 83.6 mm/hr, theMinimum (Final) Infiltration Rate is 25 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group B— soils having moderate infiltration rates whenthoroughly wetted and consisting chiefly of moderately deep todeep, moderately fine to moderately coarse textures. These soilshave a moderate rate of water transmission. For design purposes,it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum(Initial) Infiltration Rate is 66.3 mm/hr, the Minimum (Final)Infiltration Rate is 13 mm/hr and the Shape Factor/Decay Rate kis 2 /hour (refer ARR 2016, Table 5.3.12).
Group C— soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedesdownward movement of water, or soils with moderately fineto fine texture. These soils have a slow rate of transmission. Fordesign purposes, it is assumed that the Antecedent MoistureCondition is "Rather wet" (refer to ARR 2016, Table 5.3.11) andthe Horton Maximum (Initial) Infiltration Rate is 33.7 mm/hr, the Minimum (Final) Infiltration Rate is 6 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group D— soils having very slow infiltration rates whenthoroughly wetted and consisting chiefly of clay soils with a highswelling potential, soils with a high water table, soils with a claylayer, and shallow soils over nearly impervious material. Thesesoils have a very slow rate of transmission. For stormwater design purposes, it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum (Initial) Infiltration Rate is 7.4 mm/hr, the Minimum (Final) Infiltration Rate is 3 mm/hr and the Shape Factor/DecayRate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Water
Hydrologic Soil Group Map - Sheet HSG_004C
400 metres0
HSG_004C_020_20170124
GDA 1994MGA Zone 56
Map identification number :
Scale: 1:20000 A3
COVE
ROAD
RU
TIL E
ROAD
ROAD
PASSAGE
OYSTER
RD
COVE
RO
AD
RD
RD
LEMON
RO
AD
Of f
L T
P R
D
ROAD
TREE
PASS
AGE
PRE
SID
ENT
ROAD
FORUM
POILUSPDE
RD
SUCCESSST
PRE
S IDE
NT
RD
Dra
i nag
e R
eser
ve
RD
OYSTER
UPTON
FARM
NELSON
LN
RD
DAN
IEL
CR
CR
OM
ART Y
WILLIAM
GIBBERS
CL
LN
UPTON
CR
AW
LEY
AVE
DR
BAY
MALVERN
RD
BLA
NCH
ROSE
Drainage Reserve
LN
ST
TAYLORS
RO
A D
BAY
ROAD
S T
NELSON
RD
ISLA
ND
RD
FEN
N IN
GH
AM
S
RD
ISLAND
RD
FENNINGHAMS
RD
TROTTER
BIND
ER
RD
Dra
inag
e R
eser
ve
PDE
Dra
ina g
e Re
s erv
e
JOHN RD
RD
TANILB
A
TILLIGERRY
CLEMENCEAU
CONQUEST
AVE
TANIL
BA
WEM
YSSW
AY
WEM
YSS
WEM
YSS( clo s ed )W
AY
WA
Y
POILUS
NAVY
CR
PERSHING
CR
ARMY
NOOKCL
EMEN
CEAU
LLOYD
AVE
AVE
PO
INC
A RE
GEORGE
VICTORY
KING
PDE
CR
PRES
I DEN
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PEACE
POIN
CA
RE
TRK
VIEW
ALBERT
CLEMENCEAU
RIGNEY
PDE
PDE
GR
PL
BEATTY
FOCH
BEATTY
MO
NASH
CL
A VE
NUE
OF
CR
THE
DIGGERS
RD
AVE
ALL
I ES
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UE
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OF
THE
HEXAGONHAIG
BVD
ALLI
E S
LLOYDGEORGE
PERSHING
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KING
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GR
ALBERT
WIL
SO
N
CR
WA
LK
RD
PDE
PRES
IDEN
T
LEMON
WIL
SO
N DR
WAL
K
COW
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BAHW
AY
AVE
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ESTR
AMIN
AW
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PL
WA Y
DIGGERS
PASSAGE PDE JOHN SHO
RT
ALBER
T
PD
E
AVE
TOR
PEY
TAYLOR
STE
LAIN
E
TREEBLACKFORDLN
ALBE
RT
AVE
NOR
THU
MBE
RLAN
D
ELIZ
ABET
H
BOYD
ST
GOULDHELEN
RIC
HA R
D
STJOH
N
BEAC
H
AVECROWN AVELEMONDRAV
E
PDE
JAM
ES
ROAD AVE
TREE KAWAR
REN
AVE
PAROAHELEN
DR
BVD
BROUGHTON
CR
RDROBERTCCT
AVE
CRCCT AVESTPASSAGE
RELIA
NCE
SCOTTBROUGHTON
BRO
UG
HTO
N
RESP
ONS
E
AVE CCT
LN
BRIT
TAN
IA
RDPERSHING
KENNETH
HILL
PYR
AMU
S
F AI R
LAN
DS
REL
I AN
CE
GA R
DEN
GOULD
PL IND
UST
RIA
L
RDSTU
ARTS
MEREDITH ST
PDEJOHNSON
VER
A
STRATHMORE
ST
DR W
A Y
PDE MO
RTO
N
ESSENDENE RAISS
COOKDEANST DR
AVE
GDNS DR
AVEPURCELL
AVEAVE
FAI R
LAN
DS
RD WHITBREAD
PDERED
ESD
ALE
STHARTFORD MARINE
MO
RT O
N
CrtCO
NR
OY
AVE
RD STANLEY
MARINE
ST PDECL DR In
ala
HUTCHESON
DRAVEIBISABILITY
DR
ST CO
OK
LN
LN RDEAGLE LN CAMBRIDGELNSTEPHENSDR A
VE
LN STA N
L EY
S T
AVEAVE SQUAREMATILDA
SEA
GU
LL
TEALLN
CLRO
SEL
LA
WREN SHEARMANLN C
R
S TMEREDITH
RESP
ONSE
PDE
GEERDR
MAC
KIE
RUSS
ELL
BV D
AVEAVEWAY
STE
PHE N
S
WA Y
WAR
D
WY
CHE
WO
OD
CASWELL
ADMIRALTY
CR
AVE
TAN
ILBA
AVE
TANILBA
SWANST
CASWELL
ADMIRALTY
AVE
AVE
POM
ON
APL
CR
TANILBARD
BAY
RD
HART
ST
ALFRED
THE
AVE
BAY
TANILBA
PARKWAY
ALFRED
AVE
THE
LN
WATERSLEIGH
PANORAMAOUTLOOK
MO
RELL
ACL
(SOUTH)
(NORTH)
ST WYC
HEW
OO
D
PARKWAY
AVE
AVE
MALLA
BULA
RD
RD
TANILBA
RD
TANILBA
RD
CO
NR
OY
WHITBREAD
RD
DEAN
FRANCIS
AVE
AVE
FRANCIS
COOK
PDE
GD
NS
KENT
KENT
KENT
GDN
S BAY
RD
RD
WAT
ERFR
ONT
BAY
BENNETTSWAN
RD RESTHAVEN
CROWN ROAD
RD
SU
N SET
RIDGEWAY
PORT STEPHENS
MALLABULA
TANILBABAY
SOLDIERSPOINT
LEMON TREEPASSAGE
001
002
003
004
005001A
001B
001C
002A 002B
002C
003A
003B
004B
004C
004D
005A
005B
005C
005D
005E
004A
Port StephensHydrologic SoilGroup Mapping
© State of New South Wales and Office of Environment and Heritage 2013
Hydrologic Soil Group
CadastreCadastre 24/01/2017 © Land and Property Information (LPI)
A
C
Not Assessed
D
B
NOTES
This map provides an estimation of Hydrologic Groups of Soils in NSW according to the four class system. The map was releasedby the NSW Government 11 October 2016. The map uses the best available soils mapping coverage and was derived by linking a Hydrologic Group class to a particular Great Soil Group.
Group A— soils having high infiltration rates, even when thoroughly wetted and consisting chiefly of deep, well toexcessively-drained sands or gravels.These soils have a highrate of water transmission. For design purposes, it is assumedthat the Antecedent Moisture Condition is "Rather wet" (refer toAustralian Rainfall and Runoff (ARR) 2016, Table 5.3.11) and theHorton Maximum (Initial) Infiltration Rate is 83.6 mm/hr, theMinimum (Final) Infiltration Rate is 25 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group B— soils having moderate infiltration rates whenthoroughly wetted and consisting chiefly of moderately deep todeep, moderately fine to moderately coarse textures. These soilshave a moderate rate of water transmission. For design purposes,it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum(Initial) Infiltration Rate is 66.3 mm/hr, the Minimum (Final)Infiltration Rate is 13 mm/hr and the Shape Factor/Decay Rate kis 2 /hour (refer ARR 2016, Table 5.3.12).
Group C— soils having slow infiltration rates when thoroughly wetted and consisting chiefly of soils with a layer that impedesdownward movement of water, or soils with moderately fineto fine texture. These soils have a slow rate of transmission. Fordesign purposes, it is assumed that the Antecedent MoistureCondition is "Rather wet" (refer to ARR 2016, Table 5.3.11) andthe Horton Maximum (Initial) Infiltration Rate is 33.7 mm/hr, the Minimum (Final) Infiltration Rate is 6 mm/hr and the ShapeFactor/Decay Rate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Group D— soils having very slow infiltration rates whenthoroughly wetted and consisting chiefly of clay soils with a highswelling potential, soils with a high water table, soils with a claylayer, and shallow soils over nearly impervious material. Thesesoils have a very slow rate of transmission. For stormwater design purposes, it is assumed that the Antecedent Moisture Condition is "Rather wet" (refer to ARR 2016, Table 5.3.11) and the Horton Maximum (Initial) Infiltration Rate is 7.4 mm/hr, the Minimum (Final) Infiltration Rate is 3 mm/hr and the Shape Factor/DecayRate k is 2 /hour (refer ARR 2016, Table 5.3.12).
Water
Hydrologic Soil Group Map - Sheet HSG_004D
PORT STEPHENS
400 metres0
HSG_004D_020_20170124
GDA 1994MGA Zone 56
Map identification number :
