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14 NOV 1010
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Page 2
Queensland
Government
Author: Charmaine Duke
Our File / Ref number: 2010/007081
Your File / Ref number: 2010002-08
Directorate / Unit: State Land Asset Management
Phone: (07)54512243
15 November 2010
@/fit
Co,te
Attn: Jim Toovey
Noosa Mapping & Surveys Pty Ltd 23 NOV 1010
PO Box 257
TEWANTIN QLD 4565
Te ' fltin
Dear Mr Toovey
APPLICATION FOR RESOURCE ENTITLEMENT - LOT 158 ON SP233178,
GYMPIE TERRACE, NOOSAVILLE
Reference is made to your request for evidence of resource entitlement required to
accompany your development application for proposed addition of small roofed deck to
existing jetty, Gympie Terrace, Noosaville.
I wish to advise that the proposed development is consistent with an allocation of, or an
entitlement to, the resource. A copy of this letter is to be attached to your IDAS Form I as
the required evidence for Table G.
Although evidence of resource entitlement to your development application has been
provided, you are always required to comply with the purpose, terms and conditions of your
"tenure" over Lot 158 on SP233178 and undertake works only if and when the development
application has been approved by the assessment manager, and in accordance with the
conditions of that approval.
You will also need to comply with all other legislative and regulatory requirements which
may also include approvals that are not part of the assessment of the development
application under the Sustainable Planning Act 2009 (SPA) e.g. a marine park permit if in a
marine park.
Further, please note that the above evidence will expiry 15 November 2011. Should the
development application not be lodged with the assessment manager prior to this date, you
will be required again to lodge the IDAS Form I and any attachments with this Department
with a further request for evidence of resource entitlement - any further request will need to
be reconsidered by the Department.
Office : Postal : Telephone (07)54512215
DERM Nambour DERM Nambour Fax: 54512262
Floor 1, Centenary Square PO Box 573
Currie Street Nambour
Nambour QLD 4560 4560 QLD
Box: ........................ H:...........
Page 3
I would also like to advise that any land use activities must comply with the Aboriginal
Cultural'Heritage Act 2003 or the Torres Strait Islander Heritage Act 2003
Finally, providing evidence of resource entitlement is required under SPA to enable your
application to be considered properly made for lodging with the assessment manager and is a
completely separate process to assessment of the application under SPA.
Accordingly, the Department may act at a later date as assessment manager,
concurrence/referral agency, or advice agency in the assessment of the development
application - providing evidence of resource entitlement will not influence any statutory role
the Department may have in this assessment.
If you wish to discuss this matter please contact Charmaine Duke on (07)54512243.
All future correspondence relative to this matter is to be referred to the contact Officer at the
address above or by email to SLAM-Nambour(a^derm.gld.gov_au. Any hard copy
correspondence received will be electronically scanned and filed. For this reason, it is
recommended that any attached plans, sketches or maps be no larger than A3-sized.
Please quote reference number 2010/007081 in any future correspondence.
Yours sincerely
Renee Grant
Senior Land Officer
State Land Asset Management
A duly authorised delegate of the Chief Executive
under the current Land Act (Chief Executive) Delegation
2
Page 4
4VUUIIlII G
Specific Outcomes Probable solutions (if code assessable) Applicant Comment
14.170 Siting
01 The construction of new jetties, wharves and S1.1 No solution provided. Noted, The site is located on leasehold land in an existing
boardwalks on freehold land in largely commercial area.
undeveloped
sections of a watercourse is avoided.
02 The construction of new jetties and wharves Figure 14-28-Noosa Heads Lions Park to
on public lands is avoided unless there is a clear Weyba Bridge C2. The subject works comprise a small roofed deck that is
demonstrated public benefit and public support. ancillary to an existing commercial use.
03 Prescribed tidal works are not located on the
southern bank of the Noosa River and tributaries
between the Noosa Heads Lions Park and C3. Not Applicable due to location.
WeybaBridge (Refer Figure 14-28).
04 Prescribed tidal work does not include
extensions of on-site recreational areas unless
there is a clear demonstrated public benefit and C4. The subject works comprise a small roofed deck that is
public support. ancillary to an existing commercial use.
14.171 Character and Amenity
05 Prescribed tidal works are designed and S5.1 For lots with frontages greater than 15m
sited or greater in width, jetties and pontoons are
to ensure- setback a minimum of 3m from the
a) they are contained within the prolongation of prolongation of the boundaries, except as C5(a). The deck is located within the boundaries of the site.
boundaries of the lot; allowed for in S5.2 and S5.3; (Refer Figure
b) that when a vessel is berthed it does not 14-29)
encroach over the prolongation of boundaries of Figure 14-29 C5(b). Not applicable.
the lot: OR
c) a high level of visual amenity is maintained S5.2 For lots less than 15m in width (including C5 c .The deck is very small and is visually consistent with
Page 5
when viewed from the watercourse and lots located in canal bends or on lots located other structures in the area.
adjoining lands; in the head of the canal)-
d) they avoid conflicts with uses in the water and a) a joint application is made with the C5(d). The deck is very small and causes no conflicts with
on the foreshore and adjoining lands; adjoining owner; or adjoining uses.
e) cluttering of watercourses is avoided; b) where a joint application is not possible,
f) excessive traffic volumes within foreshore jetties and pontoons- C5(e). There is no associated cluttering of the water course
areas i) are setback a minimum of 1m as the deck is on the landward side of the jetty.
and adjoining lands are avoided; from the prolongation of the
g) materials blend with the natural surrounds; boundaries; C5(f). There are no associated traffic impacts.
and ii) are not more than 1.2m in width;
h) they reflect the character and setting of the and C5(g). The deck blends in with the jetty and surrounding
immediate surrounds or the locality. iii) have no head and are located hardscapes.
such that when a vessel is berthed,
it does not encroach over the C5(h). The deck is a minor addition to an existing jetty that
prolongation of a boundary (Refer fits in with the commercial character of the immediate area.
Figure 14-30).
Figure 14-30
06 Jetties and wharves are not roofed unless
they are the main access to land on Noosa North C6. The roofed area is very small and it is attached to an
Shore. existing roofed area so that it fits in with the general
commercial character of the area. The roof also provides
shelter from adverse weather both for customers and the
general passing public.
AND
S5.3 For lots that adjoin those described in
S5.2, a jetty or pontoon is located well away
from the common boundary.
S6.1 Roof shelter structures associated with
jetties on Noosa North Shore are-
a) constructed for the purpose of covering
boats in circumstances where all
Page 6
weather motor vehicle access is not
available to the property:
b) not constructed where the property can
be readily accessed by motor vehicle;
c) built of lightweight timber construction;
d) preferably designed as a cantilevered
structure off a jetty, rather than on
separate foundations to minimise
impact on fish habitat areas;
e) constructed with a general head
clearance of 2.4m between the jetty
surface and the underside of the roof
structure;
f) designed not to exceed 3m in height
above the jetty surface level;
g) designed such that the roof area does
not exceed dimensions of 6m by 3m:
h) positioned with the length of the
structure generally perpendicular to the
riverbank;
i) have open walls, rather than solid walls,
and may include materials such as
lattice. timber battening or similar; and
j) have a external colour scheme that
blends with the vegetation and natural
surrounds.
07 Boat lifting devices (including boat storage S7.1 No solution provided C7. Not Applicable.
devices) are only located on Noosa North Shore.
08 Large jetties, pontoons and wharves that are S8.1 No solution provided C8. Not Applicable.
capable of serving other uses, such as for
private
recreational purposes, are not permitted.
14.172 Design, Construction and Safety - Jetties, Wharves and Pontoons
09 Prescribed tidal works are designed and S9.1 The maximum width of a jetty, jetty C9. Noted but not applicable to a small deck attached to the
constructed for the sole purpose of providing head or associated walkway is 1.5m, except landward side of an existing jetty.
access to vessels and are sited and designed to for at Noosa North Shore;
Page 7
avoid- AND
a) cluttering of watercourses; S9.2 For jetties on the Noosa North Shore,
b) excessive traffic volumes within foreshore the maximum width of the jetty head is 2m;
areas and adjoining lands; and AND
c) conflicts with uses on the foreshore and S9.3 The maximum length of a jetty head is
adjoining lands; not more than 7m;
d) unacceptable risks to personal and public AND
safety. S9.4 A pontoon head has a maximum width
of 3m and a maximum length of 5m; (Refer
Figure 14-31)
Figure 14-31
7 ,. .rs 5 ..,srnrs
JETTY PONTOON
S9.5 For "Y" and "T" shaped jetty heads-
a) a maximum area 10.5m2 excluding any
walkway is provided: and
b) a walkway with a minimum length of
3m is provided (Refer Figure 14 -32):
Figure 14-32
Page 8
%
YI JETTY
S9.6 Gangways and walkways serving
jetties and pontoons have at least one rigid
handrail fitted and meet the following-
a) For detached houses - a minimum
width of 750mm and a maximum width
of 1.5m;
b) For other residential uses -
i. the gangway for single berth
pontoons has a minimum width of 900mm;
ii. the gangway for multiple berth
pontoons has a minimum width of 1.2m if
fitted with one handrail and 900mm if fitted
with a handrail on each side;
iii. the primary walkway to multiple
berth pontoons has a maximum width of
1.5m; and
iv. The maximum width of the
gangway is 1.5m;
AND
S9.7 In Noosa Sound, where quaylines are
set, a jetty or pontoon does not extend into
the watercourses beyond the quayliness;
OR
S9.8 Where no quaylines are set, the
maximum distance a jetty or pontoon
extends into the watercourse is 10m, unless
it can be demonstrated that a distance in
Page 9
excess of 1 Om is essential to safely access
the jetty.
I
14.173 Design, Construction and Safety - Boat Ramps
010 Boat ramps are designed and constructed S10.1Where there is an existing revetment C10. Noted but not applicable to a small deck attached to
to- wall- the landward side of an existing jetty.
a) allow access by a wheeled boat trailer: a) the levels of a boat ramp
b) ensure that unacceptable risks to personal surface at the revetment
and public safety are unlikely to be caused; wall is no more than 150mm
c) avoid cluttering of the watercourse; above the top of the wall,
d) avoid excessive traffic volumes within not more than 500mm
foreshore areas and adjoining lands; and below the top of the wall
e) ensure that visual amenity of the foreshore is and not more than 200mm
maintained. above the existing beach:
and
b) The ramp extends into the
watercourse no more than
9m from a revetment wall;
AND
S10.2 The ramp is constructed at a uniform
grade and no steeper than 1 in 5 (20%);
AND
S10.3 The outer end of the ramp is no more
than 100mm above the level of the beach;
AND
S10.4 No part of the ramp is to extend closer
than 1 m to the prolongation of the
boundaries. (Refer Figure 14-33)
Figure 14-33
Page 10
130n.- -W )c &h^n
Rip oL
,." I " eve/ o^C o. ,
r too w.., nur'0beve
Soo rr^..^ T '^^ 1. /SvEl ,C ff^ bOiAh
btbw Top OIL
Table 14-65 Operational Works within Noosa Waters canal
column I column 2 column 3
Specific Outcomes Probable solutions (if code assessable) Applicant Comment
14.174 Character and Amenity
O11 Works are designed and sited to ensure- S11.1 For lots with frontages greater than 15m C11. Noted but not applicable to a small deck attached to
a) they are contained within the prolongation or the landward side of an existing jetty that is not located
of boundaries of the lot; greater in width, jetties are setback a minimum of within Noosa Waters.
b) that when a vessel is berthed it does not 3m from the prolongation of the boundaries,
encroach over the prolongation of except as allowed for in S11.2 and S11.3 (Refer
boundaries of the lot; Figure 14-34);
c) a high level of visual amenity is maintained Figure 14-34
when viewed from the watercourse and
adjoining lands;
d) the works avoid conflicts with uses in the
water and on the foreshore and adjoining
lands;
e) materials blend with the natural surrounds;
f) cluttering of watercourses is avoided;
g) excessive traffic volumes within foreshore SITE
areas, on adjoining lands and in the water
are avoided; and
h) they reflect the character and setting of the
work's immediate surrounds or the locality OR
S11.2 For lots less than 15m in width (including
lots located in canal bends or on lots located in
Page 11
the head of the canal)-
a) a joint application is made with the
adjoining owner; or
b) where a joint application is not possible,
jetties-
i. are setback a minimum of 1 m from
the prolongation of the boundaries;
ii. are not more than 1.5m in width;
iii. have no jetty head,
iv. allow for safe access and
manoeuvrability for both the neighbouring
property and the subject property; and
v. are not constructed on sites where
there is an existing shared jetty on either
prolongation of the side property boundaries;
AND
S11.3 For lots that adjoin those described in
S11.2, the jetty is located well away from the
common boundary.
14.175 Design, construction and safety - Jetties
012 Works for jetties are designed and S12.1 Jetties- C12. Noted but not applicable to a small deck attached to
constructed for the sole purpose of providing a) are a maximum width of 1.5m; the landward side of an existing jetty.
access to vessels and are sited and designed to b) a maximum length of a jetty head is not
avoid- more than 7m(Refer Figure 14-35);
a) cluttering of watercourses; c) constructed predominately of timber;
b) excessive traffic volumes within foreshore d) are not constructed parallel to the
areas, on adjoining lands and within the revetment wall; and
watercourse; and e) extend a maximum of 10m past the
c) unacceptable risks to personal and public quayline.
safety: Figure 14-35
Page 12
'-, a,.-
/S
"I Cr~zI
I- tAik
7 ..''APt..e s
JET TT
AND
S12.2 For "Y" and "T" shaped jetty heads or
other shaped jetty head-
a) a maximum area of 10.5m2 excluding any
walkway is provided; and
b) a walkway with a minimum length of 3m is
provided to the jetty head(Refer Figure 14-
36),
Figure 14-36
-_-,W t __^ r -- 0 IL
^fn3wo ^/ns3ws
%
Y/ JETTY
AND
S12.3 Jetties have independent support
structures and are not supported by the
revetment wall;
AND
S12.4 The seep holes in the revetment wall are
not obstructed by any jetty;
AND
$12.5 For lots comprising detached houses or
Page 13
duplex dwellings, a maximum of one jetty per
development is constructed;
AND
S12.6 Unit developments with common property
along canal frontage met the following-
a) a maximum of 2 jetties per unit
development;
b) jetties are shared between unit owners;
c) a minimum of 20m separation is provided
between each jetty;
d) the jetty is setback a minimum of 3m from
the prolongation of boundaries; and
e) jetty heads and pontoons are not
constructed (Refer Figure 14-37);
Figure 14-37
UNITS WITH COMMON PROPERTY
'LONG CANAL FRCnn-ACrE
AND
S12.7 For unit developments where each unit
has its own individual canal frontage-
a) a joint application with the adjoining owner
is made (Council is unlikely to support a
jetty application for the exclusive use of one
unit owner): and
b) Jetties are constructed as follows-
i) the jetty is shared between two unit
owners:
ii) the jetty straddles the common
boundary of the two units;
_iii 'etty heads and pontoons are not
Page 14
constructed; and
iv) fencing between the two properties
is setback a minimum 1 m from the
revetment wall to allow for efficient
access to the jetty by both owners
(Refer Figure 14-38),-
Figure 14-38
.T -,t
av.ss- 4{.v.K) WA-4
UNITS W.TVI CANAL
FRONTAGE
AND
S12.8 Walkways serving jetties have at least
one rigid handrail fitted and the walkway is a
minimum width of 750mm and a maximum width
of 1.5m where-;
a) the walking surface of the jetty is
constructed level with the top of the
revetment wall;
b) water reticulation systems are fitted with a
mechanical backflow prevention device:
and
c) electrical reticulation systems carrying
electricity in excess of 24 volts are not to
extend beyond the revetment wall.
AND
S12.9 Any lower-level platform, or siding, along
the jetty walkway has a maximum width of
500mm and does not exceed 2m2 and does not
interfere with the prolongation of boundaries as
indicated by Probable solutions 11.1-11.3;
013 Pontoons and boat ramps are not
S13.1 No solution provided
constructed in Noosa Waters Estate.
14.176 Boat lifting devices
Page 15
014 Boat lifting devices are only constructed in S14.1 Boat lifting devices are only located in C14. Noted but not applicable to a small deck attached to
the absence of a boat ramp and are designed conjunction with an approved jetty where the landward side of an existing jetty that is not a boat lifting
and located to- a) the boat lifting device does not extend into device.
a) ensure that unacceptable risks to personal the watercourse beyond the end of the
and public safety are unlikely to be approved jetty;
caused: b) the boat lifting device is no greater than 4m
b) avoid cluttering of the watercourse; in width or for a jetty hoist 2m in width;
c) ensure that visual amenity of the c) the boat lifting device is located adjacent to
foreshore and watercourse is maintained; walkway to the jetty and is generally
and perpendicular to the revetment wall;
d) ensure the structure integrity of the works d) the boat lifting device is not located on the
are maintained and not compromised. jetty head; and
e) the outermost projection of the boatlifting
device of jetty hoist is setback a minimum
of 1m from the prolongation of the
boundaries;
AND
S14.2 Only one boat lifting device and a jetty
hoist per jetty;
OR
S14.3 A shared jetty containing one boat lifting
device on either side of the jetty;
AND
S14.4 The structure may be securely attached,
excluding roped, chains and straps, to an
existing jetty where a structural engineers report
for the design is provided certifying that the jetty
is structurally capable of supporting the boat
lifting device;
(Refer Figures 14.39 - 14.44 for examples of
boat lifting devices)
AND
S14.5 For twin jetty structures with central boat
lifting devicesa)
only permitted where in the absence of any
jetties;
b) the structure does not exceed 10m in
length;
c) the structure does not exceed 7m in width;
and
Page 16
d) each jetty is a maximum of 1.5m wide.
Figure 14-39 Cable and Winch
-1ETT, -= AJ
ABOVE 447
ec
S-op4^__
ECUNtAPI -1 NE
Figure 14.40 Cable and Winch
Boundr
Ne7'A w l.
SECT ON
Figure 14-41 Pneumatic Float
Page 17
Figure 14-42 Pneumatic Float (Platform)
Ply?,,....
FkAhr
a ._, ^ ^wa
PLAIN
Figure 14-43 Floating Pontoon
Page 18
PcAra
4 III), If..;
Figure 14.44 Alternative Boat Lifting Device -
Twin Jetty
14.177 Fixed Floating Structures & Boat Ramps in Noosa Waters Estate
015 Fixed floating structures whether or not No solution provided C15. Noted but not applicable to a small deck attached to
attached to land (e.g. pontoons and any the landward side of an existing jetty that is not located
associated walkways) and boat ramps are not within Noosa Waters.
located within the Noosa Waters Estate.
Page 19
14.178 Flooding and amenity functions
016 The flood and amenity functions of areas S16.1 No building works, filling or excavation C16. Noted but not applicable to a small deck attached to
adjacent to the revetment walls within Noosa works are within 4.5m of the centre line of the the landward side of an existing jetty that is not located
Waters Estate are retained and enhanced by top of the concrete revetment wall; within Noosa Waters.
ensuring- AND
a)Works do not protrude through a batter S16.2 A minimum of 25% of the area within
line of 1:4.5 measured from the centre 4.5m of the revetment wall is planted with
line of the revetment wall; shrubs and trees with a mature height of 3m or
b)There is no additional load placed on the less;
revetment wall; AND
c) The amenity of the locality is not S16.3 A maximum of 25% of the area within
adversely affected by the building 4.5m of the revetment wall is under hard
works, filling or excavation works or pavement, decking or similar and the balance is
improvements. to be grass, ground covers or shrubs provided
no shrubs are planted within the first 1m of the
revetment wall;
AND
S16.4 The ground surface within the first metre
of the revetment wall is grass or ground cover;
AND
S16.5 No tree species with a mature height of
over 3m are planted within 4.5m of the
revetment wall.