Erosion Prone Area
Torres Strait Islands Local Government Area
Erosion Prone Area Definition
1.
2.
3.
Erosion prone areas are deemed to exist over all tidal water to the extent of Queensland Coastal Waters and on all land
adjacent to tidal water.
Erosion prone areas include areas subject to inundation by the highest astronomical tides (HAT) by the year 2100 or at
risk from sea erosion.
On land adjacent to tidal water the landward boundary of the erosion prone area shall be defined by whichever of the
following methods gives the greater erosion prone area width:
a.
a line measured 40 metres landward of the plan position of the present day HAT level except where approved
revetments exist in which case the line is measured 10 metres landward of the upper seaward edge of the
revetment, irrespective of the presence of outcropping bedrock;
b.
a line located by the linear distance shown on Table 1 and measured, unless specified otherwise, inland from:
i.
the seaward toe of the frontal dune (the seaward toe of the frontal dune is normally approximated by the
seaward limit of terrestrial vegetation or, where this cannot be determined, the level of present day HAT); or
ii.
a straight line drawn across the mouth of a waterway between the alignment of the seaward toe of the frontal
dune on either side of the mouth
c.
the plan position of the level of HAT plus 0.8 m vertical elevation.
Except:
i. where the linear distance specified in 3b is less than 40 metres, in which case section 3a. does not apply and the
erosion prone area width will be the greater of 3b and 3c; or
ii. where outcropping bedrock is present and no approved revetments exist, in which case the line is defined as being
coincident with the most seaward bedrock outcrop at the plan position of present day HAT plus 0.8m; or
iii. in approved canals in which case the line of present day HAT applies, irrespective of the presence of approved
revetments or outcropping bedrock.
4.
Erosion prone areas defined in accordance with the above are deemed to exist throughout all the local government
areas, irrespective of whether the entire local government area is depicted on erosion prone area plans for the area.
Notes to clarify the definition
1.
2.
3.
4.
5.
6.
7.
8.
The specific location along the coast to which each erosion prone area linear distance applies (a segment) is shown in
Table 1.
A map indicating the approximate location along the coast of each linear distance segment is attached.
Each erosion prone area segment is located on the coastline between 2 points defined by latitude and longitude. A
projection of each point to the nearest actual coastline and continuing inland perpendicular to the coast defines the
erosion prone area segment.
“Present day HAT” in the definition is always taken to be the present day level of HAT for the coastline as defined in the
Queensland Tide Tables for that year or as defined by empirical methodology at the site.
The extent of the erosion prone area where it is defined by “HAT plus 0.8m” is the HAT coastline at the year 2100 and
includes sea level rise to that time. It is determined by the area of land inundated to the level HAT of the nearest
adjacent open coast or river tide gauge plus 0.8m vertical elevation. Site based HAT is not to be used as present day
attenuation of inland HAT level due to flow constraints may not persist to 2100 with coastline response to sea level rise.
For further explanation see the Coastal Hazard Technical Guide.
Where noted on Table 1 (and the map) the specified linear distance applies except where a revetment has been
constructed and maintained to the approved design in which case the landward boundary of the erosion prone area is at
the upper seaward edge of the revetment (A-line).
The approximate erosion prone area footprint is shown on Coastal Hazard Area Maps available on the Department of
Environment and Heritage Protection website at www.ehp.qld.gov.au. These footprints are indicative only and the
definition in this plan prevails for any inconsistency between the two.
This erosion prone area plan may be updated from time to time and a new revision created. Please check with the
Department of Environment and Heritage Protection or the local government that this copy is the current version prior to
using the contained information in any way.
Date of Erosion Prone Area Declaration: 8 July 2015
Date of Erosion Prone Area Amendment:
Plan No:
TSI3A
TSI3A Table 1: Linear distances for the erosion prone area and
the specific location of each segment
Erosion
prone area
segment
number
TSI001
TSI002
TSI003
TSI004
TSI005
TSI006
TSI007
TSI008
TSI009
TSI010
TSI011
TSI012
TSI013
TSI014
TSI015
TSI016
TSI017
TSI018
TSI019
TSI020
Segment
start
longitude
(degrees)
142.22730
142.22054
142.22054
142.20787
142.20113
142.19927
142.19927
142.19751
142.19544
142.18764
142.18342
142.18342
142.18485
142.18485
142.18768
142.19102
142.19632
142.20415
142.21912
142.23015
Segment
start
latitude
(degrees)
-10.53600
-10.55968
-10.55968
-10.56876
-10.56950
-10.57003
-10.57003
-10.57498
-10.57343
-10.56905
-10.56417
-10.56417
-10.55506
-10.55506
-10.55120
-10.54599
-10.54526
-10.54169
-10.52134
-10.53375
Segment
end
longitude
(degrees)
142.23015
142.22730
142.21081
142.21081
142.20787
142.20113
142.19751
142.19544
142.18764
142.18523
142.18523
142.18445
142.18445
142.18768
142.19102
142.19632
142.20415
142.21912
142.22822
142.22822
Segment
end
latitude
(degrees)
-10.53375
-10.53600
-10.56624
-10.56624
-10.56876
-10.56950
-10.57498
-10.57343
-10.56905
-10.56714
-10.56714
-10.55575
-10.55575
-10.55120
-10.54599
-10.54526
-10.54169
-10.52134
-10.53056
-10.53056
Erosion prone area
linear distance
(Width in metres)
95m
80m Possible Bedrock
0m
80m Possible Bedrock
0m
400m
80m Possible Bedrock
0m
80m Possible Bedrock
0m
80m Possible Bedrock
0m
70m Possible Bedrock
0m
95m
0m
400m
80m Possible Bedrock
0m
80m Possible Bedrock
142.25° E
142.3° E
10.45° S
142.2° E
WEDNESDAY
ISLAND
80
m
142.15° E
TS
I0
0m 19
TSI001
95m
ck
10.5° S
TSI0
Pos s 02 80m
ible
B edr
oc
ro
ck
TSS 1
22
400m
142.1° E
TSI006
100m
TS
TSS
11
0m 5
Kilometres
TS
S0
0m 66
TSI3A Map 1
ck
TSS
Segment
11 number and linear
0m 9 for erosion prone area
distance
Erosion
Prone
Area segment
S
Disclaimer:
Pos 118 70m
le B e
start/stopsiblocation
Whilst every care is taken to ensure the accuracy of this product, the
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Department of Environment and Heritage Protection makes no
Roads
representations or warranties about its accuracy, reliability, 8
0m
TSS
completeness or suitability for any particular purpose and disclaims
Queensland
coast
P allTS
11
responsibility and all liability (including without limitation, liability in oss S 1
0m 7
1
negligence) for all expenses, losses, damages (including indirect or ible 6 Cadastral boundaries
Be
consequential damage) and costs which you may incur as a result of
dr
0
0.5
1
2
3
oc
the product being inaccurate or incomplete in any way and for any
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reason.
28
S1 m
TS 10
1
142.2° E
80
Erosion Prone Area Linear Distances and
T their Locations
m
P o SS 1
s s i 20
ble
for Torres Strait Island Regional Local Government
Area
Be
d ro
Note:
This map is a representation of the erosion prone area segment
locations provided in Table 1 and should be used as a guide only.
26
S1
TS 95m
PRINCE
OF WALES
ISLAND
TSS
142.15° E0 121
m
10.6° S
HORN
ISLAND
TSS136
0m
TSS
1
95m 37
142.1° E
HORN
ISLAND
TS
0m
39 e d
S1 e B
TS s i b l
s
Po
FRIDAY
ISLAND
25
S1
TS m
0
ck
ro
24 ed
23
S 1 le B
S1
TS s ib
TS 0m
s
Po
41
m
35
S1
TS 5 m
9
11
0m
69
95
TS
m
S0
TS
6
80
S0
67
m
95m
k
m
80
S1
TS
80
TSS146 70m
Possible Bedrock
0m
10.55° S
9
TS
S1
0m 38
40
142
TSS m
110
TS
S0
14
ck
ro
ed
SI0
0m 10
B
S
TS
le
ib
TS
S1
70
TSS 0
0m
m roc
8 0 ed
07 B
I 0 b le
T S s si
Po
s
os
T
Po SS 13
s sib 4
le B 8 0m
ed
roc
k
TS
I
0m 008
P
TSS
145
0m
065
TSS
95m
TSI
0
400 06
m
TSI009
80m Possible Bedrock
m
70
TSS147
0m
GOODS
ISLAND
THURSDAY
ISLAND
I
0m 005
T
Po SI 01
ssi
ble 1 8 0m
Be
d ro
ck
T
0
15
TSS
14
95m 4
TSS 062
110m
TSS
0
400 61
m
TSI012
0m
TS
S
0m 143
S
TS
Po TSS
s s 14
ib 8
le 7 0
Be m
dr
oc
k
Po TSI 0
s s 04
ib le 8
Be 0m
d ro
ck
TS
ock
m
70 oc k
64 dr
S0 Be
TS sible
s
Po
10.6° S
HAMMOND
ISLAND
TSI014
0m
TSS
06
95m 3
TSI003
0m
TS
S
0m 12
7
TSI
01
95m 5
TSI013
70m Poss ible Bedr
51
S0 m
TS 400
17
I0
TS 0 0 m
4
TS
I
0m 016
k
4
10.65° S
10.65° S
TSI018
80m Possible Be
dro
10.55° S
P o TSI0
ss i 2 0
ble
Be
d
ro c
k
TS
Projection: Albers. Datum: GDA 1994.
±
WEIPA
1
CAIRNS
TOWNSVILLE
MOUNT ISA
ROCKHAMPTON
BRISBANE