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OP Works - Attachment 5 - 6 Quamby Pl
Attached to the e-mail Proposed Operational Works (Beach Replenishment) OPW19/0238 - 6 Quamby Place Noosa Heads.
Attachment 5 Assessment Benchmarks Owner Consent Request – Operational Works (Beach Replenishment) 6 Quamby Place, NOOSA HEADS QLD 4567 Lot 0 on BUP4021 Broadwater Dredging Pty Limited
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The proposed Operational Works (beach replenishment) has been assessed against the relevant assessment benchmarks within the following planning
instruments below.
• Noosa Plan 2006 - Noosa Heads Locality Code and Watercourses Works Code, and
• Coastal Protection and Management Regulation 2017 - Schedule 3.
Noosa Plan 2006 - Noosa Heads Locality Code
The proposed beach replenishment meets the intent of the Overall Outcomes for the Noosa Heads Locality Code. No Specific Outcomes for the Noosa
Heads Locality are of relevance to the proposed bench replenishment.
Noosa Plan 2006 - Watercourses Works Code
Table 14-64 Prescribed Tidal Works (waters outside Noosa Waters canal)
Specific Outcomes Probable solutions (if code assessment) Applicant’s Response
14.163 Siting
O1 The construction of new jetties, wharves and No solution provided. Not Applicable
boardwalks on freehold land in largely undeveloped No new jetties, wharves or boardwalks are
sections of a watercourse is avoided. proposed.
O2 The construction of new jetties and wharves on public Not Applicable
lands is avoided unless there is a clear demonstrated No new jetties, wharves or boardwalks are
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public benefit and public support. proposed.
O3 Prescribed tidal works are not located on the Not Applicable
southern bank of the Noosa River and tributaries The subject site is not located within the
between the Noosa Heads Lions Park and Weyba Bridge identified area.
(Refer Figure 14-28).
O4 Prescribed tidal work does not include extensions of Not Applicable
on-site recreational areas unless there is a clear The proposed operational works are for beach
demonstrated public benefit and public support. replenishment only. This practice of beach
replenishment has been undertaken on-site for
the past 20 years. No additional area will be
created, the dredged material will replenish the
beach to its previous condition.
Refer to Attachment 6 Location Diagram for
the approximate area of proposed beach
replenishment, including material origin and
destination sources.
14.164 Character and Amenity
O5 Prescribed tidal works are designed and sited to S5.1 For lots with frontages greater than 15m or greater in width, Not Applicable
ensure— a) they are contained within the prolongation of jetties and pontoons are setback a minimum of 3m from the No alteration to the existing jetty is proposed.
boundaries of the lot; b) that when a vessel is berthed it prolongation of the boundaries, except as allowed for in S5.2 and
does not encroach over the prolongation of boundaries S5.3; (Refer Figure 14-29);
of the lot; c) a high level of visual amenity is maintained OR
when viewed from the watercourse and adjoining lands; S5.2 For lots less than 15m in width (including lots located in canal Not Applicable
d) they avoid conflicts with uses in the water and on the bends or on lots located in the head of the canal)— a) a joint No alteration to the existing jetty is proposed.
foreshore and adjoining lands; e) cluttering of application is made with the adjoining owner; or b) where a joint
watercourses is avoided; f) excessive traffic volumes application is not possible, jetties and pontoons— i) are setback a
within foreshore areas and adjoining lands are avoided; minimum of 1m from the prolongation of the boundaries; ii) are not
g) materials blend with the natural surrounds; and h) they more than 1.2m in width; and iii) have no head and are located such
reflect the character and setting or the locality. that when a vessel is berthed, it does not encroach over the
prolongation of a boundary (Refer Figure 14-30);
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AND
S5.3 For lots that adjoin those described in S5.2, a jetty or pontoon Not Applicable
is located well away from the common boundary. No alteration to the existing jetty is proposed.
O6 Jetties and wharves are not roofed. S6.1 No solution provided. Not Applicable
No alteration to the existing jetty is proposed.
O7 Boat lifting devices (including boat storage devices) S7.1 No solution provided Not Applicable
are only located on Noosa North Shore. No boat lifting devices are proposed.
O8 Large jetties, pontoons and wharves that are S8.1 No solution provided Not Applicable
capable of serving other uses, such as for private No alteration to the existing jetty is proposed.
recreational purposes, are not permitted.
14.165 Design, Construction and Safety – Jetties, Wharves and Pontoons
O9 Prescribed tidal works are designed and constructed S9.1 The maximum width of a jetty, jetty head or associated Not Applicable
for the sole purpose of providing access to vessels and walkway is 1.5m, except for at Noosa North Shore; AND No alteration to the existing jetty is proposed.
are sited and designed to avoid— a) cluttering of S9.2 For jetties on the Noosa North Shore, the maximum width of Not Applicable
watercourses; b) excessive traffic volumes within the jetty head is 2m; No alteration to the existing jetty is proposed.
foreshore areas and adjoining lands; c) conflicts with uses AND
on the foreshore and adjoining lands; and d) S9.3 The maximum length of a jetty head is not more than 7m; Not Applicable
unacceptable risks to personal and public safety. AND No alteration to the existing jetty is proposed.
S9.4 A pontoon head has a maximum width of 3m and a maximum Not Applicable
length of 5m; (Refer Figure 14-31) No alteration to the existing jetty is proposed.
S9.5 For “Y” and “T” shaped jetty heads— a) a maximum area Not Applicable
10.5m2 excluding any walkway is provided; and b) a walkway with No alteration to the existing jetty is proposed.
a minimum length of 3m is provided (Refer Figure 14-32);
S9.6 Gangways and walkways serving jetties and pontoons have Not Applicable
at least one rigid handrail fitted and meet the following— a) For No alteration to the existing jetty is proposed.
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
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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 Not Applicable
does not extend into the watercourses beyond the quayline36; No alteration to the existing jetty is proposed.
OR
S9.8 Where no quaylines are set, the maximum distance a jetty or Not Applicable
pontoon extends into the watercourse is 10m, unless it can be No alteration to the existing jetty is proposed.
demonstrated that a distance in excess of 10m is essential to
safely access the jetty;
AND
S9.9 All attachments to jetties, including but not limited to boat lifts, Not Applicable
jetski dradles, floating berths and floating pontoons must be No alteration to the existing jetty is proposed.
located within the quay line;
AND
S9.10 Pontoons must be structurally capable of sitting on the sand Not Applicable
bed. Rollers and bracing must account for this situation; No alteration to the existing jetty is proposed.
AND
S9.11 Jetties and pontoons must be free standing and not rely on Not Applicable
connecting to any Council revetment wall or other structure. No alteration to the existing jetty is proposed.
14.166 Design, Construction and Safety – Boat Ramps
O10 Boat ramps are designed and constructed to— a) S10.1 Where there is an existing revetment wall— a) the levels of a Not Applicable
allow access by a wheeled boat trailer; b) ensure that boat ramp surface at the revetment wall is no more than 150mm A boat ramp is not proposed.
unacceptable risks to personal and public safety are above the top of the wall, not more than 500mm below the top of
unlikely to be caused; c) avoid cluttering of the the wall and not more than 200mm above the existing beach; and
watercourse; d) avoid excessive traffic volumes within b) The ramp extends into the watercourse no more than 9m from a
foreshore areas and adjoining lands; and e) ensure that revetment wall;
visual amenity of the foreshore is maintained. AND
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S10.2 The ramp is constructed at a uniform grade and no steeper Not Applicable
than 1 in 5 (20%); A boat ramp is not proposed.
AND
S10.3 The outer end of the ramp is no more than 100mm above the Not Applicable
level of the beach; A boat ramp is not proposed.
AND
S10.4 No part of the ramp is to extend closer than 1m to the Not Applicable
prolongation of the boundaries. (Refer Figure 14-33) A boat ramp is not proposed.
AND
S10.5 The boat ramp surface profile shall be concave to allow Not Applicable
concentration of water to the centre of the ramp. A boat ramp is not proposed.
Coastal Protection and Management Regulation 2017 - Schedule 3 Code for assessable development that is prescribed tidal works
Performance outcome Acceptable outcome Applicant’s Response
Character and amenity (generally)—prescribed tidal works not in a canal
2.1 Prescribed tidal works not in a canal are compatible The design and construction of the prescribed tidal works is Complies
with their location, having regard to the following— consistent with the following standards— The proposed beach replenishment works have
(a) the character and amenity of the works’ immediate (a) subject to paragraph (d), prescribed tidal works do not extend been undertaken on-site for the past 20 years.
surroundings and the locality within which the works are past the side boundary or extended side boundary of the lot No additional area will be created, and the
located; connected to the works; dredged material will replenish the beach to its
(b) if the relevant planning scheme states the desired (b) subject to paragraph (d), prescribed tidal works are the only previous condition.
character or amenity for the works’ immediate works of their type along the edge of the tidal water fronting the
surroundings or the locality within which the works are lot connected to the works; No alteration to the existing jetty is proposed.
located—the stated desired character or amenity (c) subject to paragraph (d)— (i) for prescribed tidal works for a
private purpose—the works are not roofed; or (ii) for prescribed tidal
works for a non-private purpose—the works are not roofed unless
they are the main access to land;
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(d) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a), (b) or (c)—the relevant
planning scheme standard, to the extent it is more stringent than
the standard mentioned in paragraph (a), (b) or (c);
(e) any other relevant planning scheme standard that is not
inconsistent with the standards mentioned in paragraphs (a) to (d).
Character and amenity (height, scale and size)
3.1 Prescribed tidal works are of a height, scale and size The height, scale and size of the prescribed tidal works is Complies
to ensure the works are compatible with the character consistent with each relevant planning scheme standard. The proposed beach replenishment work has
and amenity of their location, having regard to the been assessed against the relevant local
following— planning scheme (above).
(a) the height, scale and size of the natural features of No additional area will be created, and the
the works’ immediate surroundings and the locality within dredged material is to replenish the beach to
which the works are located; its previous condition.
(b) the height, scale and size of the existing buildings or The proposed works will not impact upon the
other structures in the works’ immediate surroundings amenity of the adjoining land uses.
and the locality within which the works are located;
(c) if the relevant planning scheme states the desired
height, scale or size of buildings or other structures in the
works’ immediate surroundings or the locality within
which the works are located—the stated desired height,
scale or size.
Earthwork, vegetation and rehabilitation
7.1 Excavation and filling for prescribed tidal works— The earthwork and filling for the prescribed tidal works is consistent Complies
(a) is carried out only to the extent reasonably necessary with each relevant planning scheme standard. Dredging will occur adjacent to the site. The
for the works; and approximate location of the source material
(b) does not have a significant adverse effect on— (i) the and its destination have been identified in
natural features, including the banks, of the tidal water in Attachment 6 – Location Diagram.
the works’ immediate surroundings; or (ii) the level of the An environmental authority for ERA 16 Extractive
surface of the land under the tidal water in the works’ and Screening Activities is currently in place
immediate surroundings or any foreshore near the works. and held by the operator who will be engaged
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to undertake the beach replenishments works
(Attachment 5).
7.2 The location and construction of prescribed tidal Vegetation on land affected by the prescribed tidal works is dealt Not Applicable
works ensures vegetation is cleared or disturbed only to with in a way consistent with the following standards— No vegetation will be disturbed.
the extent reasonably necessary for the works. (a) subject to paragraph (b), the clearing or disturbance of
vegetation for a purpose associated with the construction of
prescribed tidal works, including, for example, parking for
construction or workers’ vehicles or stockpiling of construction
materials— (i) is avoided; or (ii) if the clearing or disturbance of
vegetation for a purpose associated with the construction of the
works can not be avoided—the clearing or disturbance is limited to
the smallest area of land reasonably necessary for the purpose;
(b) any other relevant planning scheme standard that is not
inconsistent with the standard mentioned in paragraph (a).
7.3 After the construction of prescribed tidal works, any Land or vegetation affected by the prescribed tidal works is dealt Not Applicable
land damaged or destabilised by, and any vegetation with in a way consistent with the following standards— No vegetation will be disturbed. The works are
damaged, destroyed or removed by, the construction of (a) subject to paragraph (b)— (i) land surfaces damaged or to permit the replenishment of an existing
the works is rehabilitated. destabilised by the prescribed tidal works are restored and beach.
stabilised; and (ii) vegetation damaged, destroyed or removed by
prescribed tidal works is replaced with native vegetation for the
locality within which the works are located, to the extent it is
reasonably practicable to replace the vegetation with native
vegetation;
(b) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a)—the relevant planning
scheme standard, to the extent it is more stringent than the
standard mentioned in paragraph (a);
(c) any other relevant planning scheme standard that is not
inconsistent with the standards mentioned in paragraphs (a) and
(b).
Public access—availability and safety
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The design and construction of the prescribed tidal works is Not Applicable
consistent with the following standards— The proposed operational works will not
(a) subject to paragraph (b), prescribed tidal works do not involve impede public access to State coast land.
the erection or placement of any physical barrier preventing Dredging for the source material will occur
existing public access to, along or across State coastal land near adjacent to the subject site.
8.1 Prescribed tidal works do not have a significant the works;
adverse effect on the availability of public access to, (b) if a relevant planning scheme standard is more stringent than
along or across State coastal land. the standard mentioned in paragraph (a)—the relevant planning
scheme standard, to the extent it is more stringent than the
standard mentioned in paragraph (a);
(c) any other relevant planning scheme standard that is not
inconsistent with the standards mentioned in paragraphs (a) and
(b).
9.1 The location and design of prescribed tidal works Public access to State coastal land near the prescribed tidal works Not Applicable
does not adversely affect the safety of members of the is consistent with each relevant planning scheme standard. The proposed operational works will not
public accessing State coastal land adversely affect public safety.
Navigable access to, or egress from, lots that adjoin, or are in the immediate surroundings of, a lot connected to prescribed tidal works
10.1 Prescribed tidal works that are for a private purpose The design and construction of the prescribed tidal works is Not Applicable
do not adversely affect navigable access to, or consistent with the following standards— The proposed operational works will not
navigable egress from, any lot that adjoins, or is in the (a) subject to paragraph (b), prescribed tidal works— (i) for a lot adversely affect access to or egress from the
immediate surroundings of, a lot connected to prescribed connected to the works for which there is a water allocation area — subject site or adjoining properties.
tidal works. are not constructed outside the water allocation area; and (ii) for a
lot connected to works for which there is no water allocation area
—are no closer than 1.5m to that lot’s side boundary or extended
side boundary;
(b) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a)—the relevant planning
scheme standard, to the extent it is more stringent than the
standard mentioned in paragraph (a).
Design, construction and safety—all prescribed tidal works
12.1 Prescribed tidal works are designed and constructed The design and construction of the prescribed tidal works is Complies
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in a way to ensure they are structurally sound, having consistent with the following standards— An environmental authority for ERA 16 Extractive
regard to the following— (a) subject to paragraph (c), each Australian Standard relevant to and Screening Activities is currently in place
(a) relevant engineering standards; the design or construction of structures, to the extent requirements and held by the operator who will be engaged
(b) the location of the works; stated in the Standard apply to the design or construction of to undertake the beach replenishments works
(c) the purpose for which the works are to be used; prescribed tidal works; (Attachment 5).
(d) the impact of flooding, storm tide, overtopping by (b) subject to paragraph (c), the projected sea level rise is factored
waves, projected sea level rise, tidal influences and into the design and construction of the prescribed tidal works;
hydrodynamic forces; (c) if a relevant planning scheme standard is more stringent than
(e) the design life of the works; the standard mentioned in paragraph (a) or (b)—the relevant
(f) the dead load of the works and the intended live load planning scheme standard, to the extent it is more stringent than
for the works; the standard mentioned in paragraph (a) or (b).
(g) the impact of hydrostatic pressures on the works;
(h) the stability of individual components of the works,
including, for example, boulders, concrete blocks or
sandbags.
12.2 Prescribed tidal works do not adversely affect the The design and construction of the prescribed tidal works is Complies
structural integrity of any existing revetment or seawall or consistent with the following standards— The proposed works will not adversely impact
another existing structure. (a) subject to paragraph (b), prescribed tidal works, including any upon other existing structures.
abutment, piling or other structure connected with the works— (i)
do not place an additional load on any existing revetment or
seawall or another existing structure; or (ii) can be structurally
supported by an existing revetment or seawall or another existing
structure;
(b) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a)—the relevant planning
scheme standard, to the extent it is more stringent than the
standard mentioned in paragraph (a).
12.3 Prescribed tidal works are designed and constructed The design and construction of the prescribed tidal works is Complies
in a way to ensure they do not adversely affect the consistent with the following standards— The proposed works will not adversely impact
stability of the bed and banks of tidal water. (a) subject to paragraph (b), prescribed tidal works do not cause, upon the existing water movements. The works
by changing the flow of water, the removal of, or disturbance to, are to reestablish the beach back to its
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the sediment on the bed and banks of tidal water; previous condition.
(b) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a)—the relevant planning
scheme standard, to the extent it is more stringent than the
standard mentioned in paragraph (a).
12.4 Prescribed tidal works are designed and constructed The design and construction of the prescribed tidal works is Complies
using materials suitable for marine environments, having consistent with the following standards— The source material used in the beach
regard to their ability to resist the following— (a) subject to paragraph (b), each Australian Standard relevant to replenishment is to be source adjacent to the
(a) attack by marine organisms; the materials that should be used, or the measures that should be site (State land) as depicted in Attachment 6
(b) corrosion; taken to treat materials used, for structures, to the extent the Locational Plan.
(c) deterioration or breakage resulting from exposure to requirements stated in the Standard apply to structures located in
environmental conditions including, for example, the a marine environment;
following— (i) abrasion; (ii) immersion in seawater; (iii) (b) if a relevant planning scheme standard is more stringent than
wave action. the standard mentioned in paragraph (a)—the relevant planning
scheme standard, to the extent it is more stringent than the
standard mentioned in paragraph (a).
12.5 Prescribed tidal works are designed and constructed The design and construction of the prescribed tidal works is Complies
in a way to ensure they do not adversely affect the consistent with the following standards— The proposed operational works will not impact
operation or maintenance of any existing stormwater (a) subject to paragraph (c), vessels moored at prescribed tidal upon the existing stormwater infrastructures.
outlet. works do not impede the discharge of stormwater;
(b) subject to paragraph (c), prescribed tidal works do not restrict
access to any stormwater outlet;
(c) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a) or (b)—the relevant
planning scheme standard, to the extent it is more stringent than
the standard mentioned in paragraph (a) or (b).
12.6 Prescribed tidal works are designed and constructed The design and construction of the prescribed tidal works is Complies
in a way to ensure they do not adversely affect the water consistent with the following standards— The proposed works will not adversely impact
quality of tidal water, including, in particular, as a result (a) subject to paragraph (b), each Australian Standard relevant to upon the condition of the Noosa River. The
of— the design or construction of structures under, within or over tidal beach replenishment will be limited to
(a) release, into the tidal water, of materials used in the water, to the extent the requirements stated in the Standard are replenishing the beach to its previous
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construction of the works; or directed at maintaining the water quality of tidal water; condition.
(b) disturbance to the sediment on the bed and banks of (b) if a relevant planning scheme standard is more stringent than
the tidal water; or the standard mentioned in paragraph (a)—the relevant planning
(c) exposure to acid sulphate soils. scheme standard, to the extent it is more stringent than the
standard mentioned in paragraph (a)
12.7 Prescribed tidal works are designed and constructed The design and construction of the prescribed tidal works is Complies
in a way to ensure they are safe for persons using the consistent with the following standards— An environmental authority for ERA 16 Extractive
works. (a) subject to paragraph (d), each Australian Standard relevant to and Screening Activities is currently in place
the design or construction of structures, the materials that should and held by the operator who will be engaged
be used, or the measures that should be taken to treat materials to undertake the beach replenishments works
used, for structures, to the extent the requirements stated in the (Attachment 5).
Standard are directed at ensuring any surface of prescribed tidal The proposed operational works are for beach
works on which a person may stand or walk is— (i) not slippery; and replenishment only. This practice of beach
(ii) does not have any feature that may cause the person to trip or replenishment has been undertaken on-site for
fall; the past 20 years.
(b) subject to paragraph (d), any part of prescribed tidal works that
is unsafe for persons using the works is surrounded by adequate
barriers to deter persons from entering the part;
(c) subject to paragraph (d), each Australian Standard relevant to
the design or construction of structures, to the extent the
requirements stated in the Standard are directed at ensuring
prescribed tidal works provide safety ladders or other design
features for the safety of a person who falls off the works into
water;
(d) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a), (b) or (c)—the relevant
planning scheme standard, to the extent it is more stringent than
the standard mentioned in paragraph (a), (b) or (c).
12.8 Appropriate measures are taken for prescribed tidal The design and construction of the prescribed tidal works is Not Applicable
works for a non-private purpose to ensure an consistent with the following standards— The proposed operational works are to permit
unsupportable live load is not applied to the works by (a) subject to paragraph (b), prescribed tidal works have erected or the replenishment of the beach back to its
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persons or vehicles. placed in position on or near the works, a sign that— (i) is visible at previous condition.
all times; and (ii) states the maximum live load that may be applied
to the works, in terms of the maximum number of persons that may
be on the works at any given time or the maximum number of
vehicles of a particular type that may be on or moored at the
works at any given time;
(b) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a)—the relevant planning
scheme standard, to the extent it is more stringent than the
standard mentioned in paragraph (a).
12.9 Prescribed tidal works, other than a prescribed deck The design and construction of the prescribed tidal works is Not Applicable
for a private purpose, are designed and constructed in a consistent with each relevant planning scheme standard. The subject site is located adjacent to the
way to ensure the use of tidal water in a canal for a non- Noosa River.
maritime purpose is minimised.
12.10 Prescribed tidal works that are a prescribed deck The design and construction of the prescribed deck is consistent Not Applicable
and for a private purpose, are designed and constructed with the following standards— ( The prescribed tidal works are in relation to
in a way to ensure the use of tidal water in a canal for a a) subject to paragraph (c), a prescribed deck does not extend beach replenishment.
non-maritime purpose is minimised. more than 3m from the waterfront boundary of the lot connected
to the deck;
(b) subject to paragraph (c), a prescribed deck is at least 3m inside
of the side boundary or extended side boundary of the lot
connected to the deck;
(c) if a relevant planning scheme standard is more stringent than
the standard mentioned in paragraph (a) or (b)—the relevant
planning scheme standard, to the extent it is more stringent than
the standard mentioned in paragraph (a) or (b).
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STRATEGIC SOLUTIONS, CREATIVE THINKING
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