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                      AGENDA


        General Committee
            Meeting


             Monday, 12 January 2015

                  commencing at 10am
        Council Chambers, 9 Pelican Street, Tewantin



Committee:   Crs Tony Wellington (Chair), Bob Abbot, Sandy Bolton,
             Joe Jurisevic, Frank Pardon, Noel Playford, Frank Wilkie
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Full text of sections 2 to 78 (of 147)

Section 2

GENERAL COMMITTEE MEETING AGENDA                                   12 January 2015


TABLE OF CONTENTS

ITEM                                                                        PAGE

ATTENDANCE & APOLOGIES                                                           -
PRESENTATIONS                                                                    -
REPORTS DIRECT TO GENERAL COMMITTEE                                             3
1      QUEENSLAND PLANNING REFORM INCLUDING PLANNING AND
       DEVELOPMENT BILL                                                          3
2      OPERATIONAL WORKS FOR PRESCRIBED TIDAL WORKS JETTY SITUATED
       AT 256 GYMPIE TERRACE, NOOSAVILLE OPW14/0307                            15
3      APPLICATION FOR REFERRAL AGENCY RESPONSE DETACHED HOUSE
       SITUATED AT 62 PARK RD, NOOSA HEADS RAP14/0029                          39
4      COMBINED DEVELOPMENT APPLICATION MCU14/0077 FOR WAREHOUSE
       AND SHOWROOM (PLUMBING SUPPLIES) & OPW14/0324 FOR OPERATIONAL
       WORKS 10/100 RENE STREET, NOOSAVILLE                                    53
5      APPLICATION FOR BUILDING WORKS WITHIN 4.5 METRE SETBACK
       SITUATED AT 81 SHOREHAVEN DRIVE, NOOSAVILLE - RAP14/0040                73
6      ENVIRONMENT LEVY POLICY                                                 83
7      NOOSA LOCAL GOVERNMENT AREA PEST MANAGEMENT PLAN                        93
8      PLANNING & ENVIRONMENT COURT APPEAL D194 OF 2014 FOR SELF
       STORAGE FACILITY AND SIGNAGE AT 64-66 RENE ST NOOSAVILLE
       MCU14/0049 & OPW14/0276                                                 96
9      APPLICATION FOR MATERIAL CHANGE OF USE OF PREMISES - RETAIL
       BUSINESS TYPE 2 SHOP & SALON SITUATED AT 13 NOOSA DRIVE, NOOSA
       HEADS MCU14/0087                                                        99
10     WAIVER OR PARTIAL WAIVER OF DEVELOPMENT APPLICATION CHARGES
       FOR 1 JULY 2014 TO 31 DECEMBER 2014                                    108
11     REVIEW OF BUILDING ACT 1975 AND BUILDING CERTIFICATION IN
       QUEENSLAND                                                             111
12     PELICAN PLACE NEW LEASE AGREEMENT WITH TEWANTIN RSL SUB-
       BRANCH                                                                 114
13     PROPOSED LEASE TO GOOD SHEPHERD LUTHERAN COLLEGE NOOSA                 117
14     FINANCIAL PERFORMANCE REPORT DECEMBER 2014                             121
15     BUDGET REVIEW CONTRIBUTION TO POMONA COORAN RUGBY LEAGUE
       SPORTS FIELD LIGHTING PROJECT                                          130
16     COMMUNITY GRANTS REVIEW                                                133
17     NOOSA COUNCIL REPORT 2014                                              146
CLOSED SESSION                                                             -




                                                                     Page 2 of 147

Section 3

GENERAL COMMITTEE MEETING AGENDA                                                     12 January 2015


REPORTS DIRECT TO GENERAL COMMITTEE
1    QUEENSLAND PLANNING REFORM INCLUDING PLANNING AND DEVELOPMENT
     BILL

Author             Principal Strategic Planner, Rowena Skinner
                   Manager, Planning & Environment, Kerri Coyle
                   Planning & Infrastructure Department

Index              ECM/Subject/Planning Instruments\State Planning

Attachments        Nil


EXECUTIVE SUMMARY
This report provides an update on the Queensland Planning Reform Process including the
proposed Planning & Development Bill, the Planning and Development Regulations, Planning &
Environment Court Bill, Queensland Planning Provisions and proposed changes to the SEQ
Regional Plan. It expands on the previous report of September 2014 when many aspects of the
planning reform (including the draft regulations) were still unavailable for consideration.

RECOMMENDATION
That Council note the report by the Principal Strategic Planner and the Manager, Planning &
Environment to the General Committee dated 12 January 2015 and request the Chief Executive
Officer to make a submission to the Parliamentary Committee regarding the following points:
A.       The Planning & Development Bill and Planning & Development Regulations are not clear
         in the decision rules, particularly for those applications which conflict with the planning
         scheme. It is considered that where an application conflicts with the planning scheme,
         the onus of proof should be on the applicant to prove the merits of the proposal and justify
         any inconsistencies;
B.       The Planning & Development Bill includes a clause that allows a regulation to prescribe
         the assessment manager for a development application as any person from a class of
         persons who have stated qualifications or characteristics. It is unclear whether this will
         result in an additional class of private entities (chosen by the Minister) being identified as
         assessment managers in place of councils for particular applications. This is of significant
         concern as experience has demonstrated that private building certification has not always
         been successful in implementing planning scheme requirements. This is particularly
         important for any operational works applications that include works which are to become
         a public asset and be maintained at ratepayers expense;
C.       The Planning & Environment Court Bill maintains the specific criteria for making a costs
         order introduced with the Sustainable Planning and other Legislation Amendment Bill
         2012. These rules do not serve the public interest of enabling the community, submitters,
         local governments and developers to dispute planning decisions due to the risk and
         uncertainty of the Court awarding costs against them. The previous Court powers to
         award costs in circumstances where cases were frivolous or vexatious or instituted
         primarily to delay or obstruct are considered sufficient protections from abuse of the
         system;
D.       The definition of material change of use should not be limited to only increases in scale
         and density of the premises, as there are circumstances where reducing the scale of the
         development does materially change the site’s use. This is particularly relevant for
         developments which include an important community use or the like. For example
         removing the nursing home component from a retirement village may have a significant
         social impact on an area; and
                                                                                       Page 3 of 147

Section 4

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


E.     The Planning & Development Bill maintains and extends the time frame for applicants to
       be able revive a development application where it lapses. This ability is not consistent
       with the principles for the DA Rules of being an applicant driven process, and is likely to
       create administrative problems for Councils and lead to significant confusion for the
       community, particularly submitters.


REPORT
1.   Context
As previously reported to Council in September 2014, the Queensland Government is currently
undertaking Planning Reform with the desire to create a planning system that is clear,
transparent and easy to understand and navigate. According to the State, the purpose of the
reforming legislation is to facilitate the prosperity of Queensland, whilst pursuing ecologically
sustainable development, balancing economic growth, environmental protection and community
wellbeing.
Planning legislation has been drafted to replace the existing Sustainable Planning Act.
Consultation on the draft Planning & Development Bill was held in August-September 2014,
during which time some 224 submissions were received. 40% of these were from individuals
(many of which reflect similar wording), 13% were from industry and 12% were from Local
Government.
The Department of State Development, Infrastructure and Planning (DSDIP) suggest that the
development industry and legal community have generally indicated high levels of support for the
reforms, as did the Planning Institute of Australia however variable views were expressed by
local governments. Environment and Community groups raised a number of concerns regarding
maintenance of ecologically sustainable development and community engagement in, and
accessibility to, planning processes.
The resource material available on the planning reform highlights that it is about both Plan
Making and Development Assessment as illustrated in the following figure.




                                                                                   Page 4 of 147

Section 5

GENERAL COMMITTEE MEETING AGENDA                                                 12 January 2015


2.    Progress of the Proposed Legislation
On 25 November 2014, the Deputy Premier and Minister for State Development, Infrastructure
and Planning introduced the following three bills to parliament:
•    the Planning and Development Bill 2014;
•    the Planning and Development (Consequential) and Other Legislation Amendment Bill
     2014; and
•    the Planning and Environment Court Bill 2014.

The bills were referred to the State Development, Infrastructure and Industry Committee for
consideration. The committee is currently gathering feedback on the bills and must provide its
reports to Parliament by Monday, 23 February 2015. Submissions to the committee can be
made up to 19 January. It is suggested that the legislation could be passed as early as March
and a commencement date may be in October 2015. Obviously there is uncertainty around the
timing of Parliamentary decision making in the first half of 2015 with a State election due before
mid-year.

3.    Plan Making
3.1   State Planning policy
Substantial change took place approximately one year ago when 14 State Planning Policies were
replaced with a Single State Planning Policy (SPP). The SPP includes 16 State Interests and
accordingly 16 State Interest Guidelines support the SPP. These guidelines, released during
2014, provide useful guidance on how planning schemes should or could address State
Interests.

The State Planning Policy will be reviewed in early 2015 to determine the nature and extent of
necessary amendments to ensure it is aligned with the new P&D Act.

3.2   South East Queensland Regional Plan
The SEQ Regional Plan review commenced in 2013 and the DSDIP are currently preparing a
new draft plan, expected to be completed sometime in mid-2015. It is intended the new plan will
have an increased focus on economic development.

Not all issues that occur within the SEQ region will require a regionally-specific policy response.
Regionally specific policies will only be required for an issue that:
•     due to its nature cannot be addressed by a single local government; or
•     involves the resolution of conflict between two or more state interests; or
•     is identified by the Minister as requiring a regionally-specific policy response.

The continued use of a statutory Urban Footprint in the new SEQ Regional Plan has been
strongly supported by all sectors however not necessarily in the form, shape or size as
previously. There has for instance been suggestion of a “doubling” of the Urban Footprint. The
DSDIP has released a paper on the Role and Function of an Urban Footprint and conclude:

To minimise any perceived disadvantages associated with the Urban Footprint, the Urban
Footprint and its supporting policies and regulation should:
•    Provide the capacity to substantially exceed the expected demand for housing to 2041 and
     support planning schemes to plan for at least 20 years of realistic zoned supply;
•    Be reviewed regularly based on enhanced measurement of land supply and adjusted if
     required to take account of recent events and development trends and updated growth
     projections;
•    Provide flexibility to allow local governments to adjust the boundary of the Urban Footprint
     in response to local issues; and



                                                                                    Page 5 of 147

Section 6

GENERAL COMMITTEE MEETING AGENDA                                                   12 January 2015


•     Be supported by planning and development assessment processes that facilitate the timely
      and cost-effective development of greenfield land within the Urban Footprint.

In drafting the next Noosa planning scheme the SEQ Regional Plan will still need to be
considered. There will be some changes regarding its effect which are contained within the P&D
Bill. For example, there will not be any State Planning regulatory provisions that override
planning schemes and prohibit certain applications being made. While the content of the plan is
still largely speculation it is likely there will no longer be a 100ha minimum lot size specified for
rural areas.

3.3   Queensland Planning Provisions (QPP)

The QPP, which first commenced in 2009, will cease to exist in that format. The State plans to
minimise the mandatory core components and this required content will be contained in the P&D
Regulation Division 2 Local Planning Instruments Subdivision 1 Making or Amending Local
Planning Instruments.

DSDIP suggest it is likely mandatory provisions will include the requirement for a Strategic Plan,
land use and administrative definitions, the name and intent of zones (and the mapping format so
that zones have the same colour throughout the State), structure for tables of assessment,
infrastructure planning provisions and other administrative matters.

Other components will be available to councils as guidance material. For instance, the State is
developing guidelines for Delivering Prosperity & Growth through Planning Schemes and also
model standard assessment provisions. This material will include non-mandatory planning
scheme content as well as leading practice material designed to result in efficient and effective
planning schemes. It is considered however that if a Council chooses to include a particular
element within its planning scheme (such as an overlay indicating a development constraint) it
could only do so in accordance with the guidance material and not necessarily “raise the bar”.

To cover the period before the new P&D Bill is enacted the state government in December 2014
released a new draft version of the QPP, namely QPP version 4. These provisions have been
provided to allow greater flexibility for schemes being drafted under the current Sustainable
Planning Act (SPA). It contains Module A which is a mandatory template for any new planning
scheme, Module B which is guidance about the drafting of all components of the planning
scheme, and identifies when additional content may be incorporated by a local government.

One proposed change of interest to Council, may be the incorporation of definitions for Defined
flood level, Flood hazard area, Flood hazard level, Freeboard and the impact of these on Building
Height. Building height will be measured from the flood hazard level rather than natural ground
level so that if the minimum floor height has to be raised the roof line can proportionally be raised
as well.

Comments on the draft QPP are due to be submitted to the state by 16 January 2015. As
Council is not intending to prepare a new planning scheme under SPA, it is not considered a high
priority.

3.4   Statutory Guideline for Making and Amending a Local Planning Instrument (MALPI)

The State suggests that the requirements for making and amending local planning instruments
(including planning schemes, Local Government Infrastructure Plans and planning scheme
policies) will give more flexibility to local governments and reduce unnecessary process. It is
suggested that this will allow options such as undertaking state interest review and public
notification concurrently and potentially reduce the overall length of time it takes to prepare or
amend a planning instrument.


                                                                                      Page 6 of 147

Section 7

GENERAL COMMITTEE MEETING AGENDA                                                   12 January 2015


A working draft of the proposed MALPI has been released. Its format is quite different to the
current one and incorporates the Minister’s rules and guidelines for various aspects. Some
amendments which may seem relatively minor (such as the update of the Priority Infrastructure
Plan to a conforming Local Government Infrastructure Plan) do not qualify as a “minor”
amendment and have to go through the full process as if creating a new one.

3.5   Infrastructure Designation
The draft legislation proposes various changes to what is known as a community infrastructure
designation in the SPA, as outlined below:
•     The removal of the word “Community” is a deliberate move to illustrate it is not just
      available for facilities such as schools or churches but also for linear infrastructure such as
      pipes or transmission line etc.
•     The Planning Minister will be the sole designating Minister for Infrastructure Designation in
      Queensland.
•     The Minister must be satisfied that adequate environmental assessment has been carried
      out including adequate consultation on that assessment (the detail of this has not yet been
      built into the draft regulations however a Draft Guideline on the matter has been released)
•     Local governments will no longer have powers to designate infrastructure.
•     Infrastructure designations will be accepted development so, with the exception of building
      work, no development approval will be necessary. However the Minister is required to
      consider the local planning scheme before making the designation. Development is still
      subject to obligations or assessments under other Acts (for example covering cultural
      heritage or vegetation protection).
•     Designations are open to both public and private infrastructure, and both will be exempt
      from planning scheme requirements and from infrastructure charges. This is particularly of
      interest in relation to private schools which might be used for community or business
      purposes other than education on weekends and in the evenings.

4.    Planning Scheme Transition
When the P&D Act commences, the existing planning schemes remain operational however they
will need to “transition” and how this occurs will depend on the age, status and mechanics of a
scheme. For instance it is over 10 years since the Noosa Plan was drafted under the Integrated
Planning Act (IPA). Over 30 Queensland Planning Schemes have now been completed in line
with the Sustainable Planning Act (SPA) and many others are in progress.
The tables of assessment within the Noosa Plan reflect the categories of assessment specified
by current legislation. Development applications received on or after day one of the
commencement of the proposed P&D Act will continue to be assessed against the Noosa Plan
but in line with the terminology and decision rules of the new P&D Act. This includes new
categories of assessment.
Under the P&D Act there will be three categories of development, namely prohibited, assessable
or accepted development. Prohibited development is development for which a development
application may not be made. Assessable development is development for which a development
approval is required and it can be subject to either standard or merit assessment. Accepted
development is development for which a development approval is not required.
In assessing development against the Noosa Plan and applying these new categories of
assessment, a framework for transition is required which assists interpretation in development
assessment.
As a fundamental element of the transition framework, the P&D Act contains transitional
legislative provisions establishing rules for translating the categories of assessment from IPA or
SPA to the proposed assessment categories. The below table provides a summary comparison
of these provisions.


                                                                                     Page 7 of 147

Section 8

GENERAL COMMITTEE MEETING AGENDA                                                        12 January 2015


                 Self assessable                                   Code assessment      Impact Assessment
                 Proponent                                         • Bounded            • Wider assessment
                 ensures                                             assessment only      against the
Current
                 responsibility for                                  against              environmental
levels    of
                 compliance                                          applicable codes     effects of
assessment
(based   on                                                        • Presumption in       development
IPA)                                                                 favour of          • Public notification
                                                                     approval             required
                                                                   • No discretionary
                                                                     decision making
                 Self assessable      Compliance assessable        Code assessable      Impact assessable
                 Proponent            • Technical assessment       • Removed the        • Unforeseen
                 ensures              • No referral                  presumption in       development
                 responsibility for   • No discretion allowed        favour of          • Public notification
  Levels of      compliance           • No ability to refuse         approval from        required
 assessment                                                          IPA
  under the                                                        • Presumption
    SPA                                                              favours policy
(Compliance                                                          noncompliance
 assessment                                                          resolved through
has not been                                                         balancing policy
applied in the                                                     • Requires
   Noosa                                                             discretionary
  Planning                                                           decision
  Scheme)                                                          • Is bounded
                                                                     assessment in
                                                                     that it may not
                                                                     consider the
                                                                     whole scheme
                 Accepted             Standard assessable          Merit assessable     Merit (notified)
                 Proponent            • Presumption in favour of   • Presumption        • Unforeseen
                 ensures                approval and must be         favours policy       development
                 responsibility for     approved if the            • Complex - non-     • Public notification
                 compliance             application complies         compliance           required
                                        with assessment              resolved through
                                        benchmarks.                  balancing policy
 Proposed
 Levels of                            • Assessment is against        outcomes
assessment
                                        assessment                 • Requires
 under the                              benchmarks which are         discretionary
  P&D Bill                              nominated in the             decision
                                        planning scheme –
                                        these are required to be
                                        objective in nature and
                                        most likely be largely
                                        technical in nature.
                                      • Include limited
                                        discretionary decision

On day 1 of commencement of the Act, self-assessable development, to the extent the
development complies with all applicable codes for the self-assessable development, will be
considered accepted development. If it does not comply with the self-assessable criteria it
becomes assessable development. This is a relatively simple transition.

The default position on day 1 is that all development currently subject to code assessment will be
subject to standard assessment. Where code assessable development is currently assessed
against criteria that have clearly articulated performance and acceptable outcomes Council is
able to easily transition the development to standard assessment. This is particularly
recommended where the development is located in the appropriate zone and with few or no
constraints.

                                                                                          Page 8 of 147

Section 9

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


Council can however, having consideration to the rigour of the current planning scheme codes
and the level of risk that is acceptable, choose to nominate some developments that will require
merit assessment. However the Department has made it clear this should be the exception
rather than the rule.

The default position on commencement of the act will be that development currently subject to
impact assessment will be subject to merit assessment requiring public notification. While this is
ultimately intended just for development proposing some departure from the planning scheme
provisions, it is recognised that in the transition period it may be too big a change to remove
public involvement from the balance of development currently requiring public notification.

When preparing a P&D compliant new planning scheme however it would be expected that
Council involve the community in preparing the planning scheme and then entrust assessment of
compliant development to decision makers based on professional recommendations.

The State has been developing different Transition Options to assist councils in determining how
they transition their levels of assessment. They also offer model codes for adoption should
current codes be lacking. Further advice on these will be provided when they have been tested.

5.    Development Assessment
5.1   Development Assessment Forms

There are currently 33 different development assessment forms that may be applicable in making
a development application. This is to be reduced to 2 Development Assessment Queensland
(DAQ) forms including:-
•     DAQ Form 1 – Application details
•     DAQ Form 2 – Building work

The proposed DAQ Form 1 is to be completed for all development applications, except those
applications that propose only building work, with the proposed DAQ Form 2 covering building
work only. The proposed DAQ Forms will also be supported by four proposed DAQ templates
which capture specific proposals such as interfering with a water course; taking overland flow
water; waterway barrier works; interfering with artesian or sub artesian water.

5.2   Guidelines
The proposed Development Assessment Queensland (DAQ) forms and templates will be
supported by a number of DAQ Forms guides, intended to provide guidance on how to complete
the DAQ forms, prepare a planning report and the plans required to support a development
application.

5.3   Development Assessment Rules
The development assessment rules set out the statutory development assessment process
which must be followed for making, assessing, changing and determining a development
application. The draft Statutory Instrument indicates the DA rules are based on the following
principles:
•     Reinforcement of the role that applicants play in streamlining the development assessment
      process;
•     Emphasis on undertaking pre-lodgement discussions with the assessment manager and
      pre-referrals with referral agencies to create process efficiencies;
•     Enabling a holistic assessment to be undertaken;
•     Encouragement and facilitation of open dialogue between the assessment manager,
      referral agencies and the applicant


                                                                                   Page 9 of 147

Section 10

GENERAL COMMITTEE MEETING AGENDA                                               12 January 2015


As previously advised in the report to Council in September there are some substantial changes
to the development assessment system, but also a great many aspects that are similar. The
following flow chart outlines the proposed development assessment process generally:-




Some of the key features and differences with the proposed process include the following:

Pre-lodgement Meeting Role
The role of pre-lodgement meetings is recognised in the proposed statutory document,
encouraging informed discussions about a development proposal with referral agencies (i.e. state
government agency such as the Department of Transport and Main Roads) and the assessment
manager (i.e. in most instances Council). It provides that referral agencies may provide a pre-
referral response prior to an application being lodged with the assessment manager similar to the
Sustainable Planning Act 2009 provisions.
However, under the proposed DA Rules the applicant can choose to opt-out of the further
information step if the application has undertaken a pre-lodgement with the assessment manager
and obtained all required pre-referral responses. The option for an applicant to not provide the
additional information requested was already provided for under SPA and this change perhaps
negates the requirement for assessment manager to compile a detailed information request.

                                                                                 Page 10 of 147

Section 11

GENERAL COMMITTEE MEETING AGENDA                                                   12 January 2015


Assessment Stage and Owners Consent
The assessment stage starts when the assessment manager receives the development
application and includes the referral, further information and public notification steps. Upon
lodgement of a development application, the assessment manager has 5 business days to
determine whether the application is properly made instead of 10 business days as currently
provided for under SPA. Where an application is not properly made (i.e. incorrect application
fees paid, or owners consent not provided), the assessment manager may give an Action Notice
to the applicant. Notably, the assessment manager can choose to accept an application as
properly made without owners consent, but cannot decide (approve) the application until the
written consent of the owner is provided. Under SPA, the application cannot be accepted as
properly made until owners consent is given.
Removal of Acknowledgement Notice
Acknowledgement Notices have been removed from the process, although a Confirmation Notice
will be required for those applications subject to public notification. This confirmation notice must
be given 5 business days after lodgement of the application (currently 10 business days under
SPA for issuing an Acknowledgment Notice) and must advise whether the assessment manager
intends to make a request for further information.
Public Notification
Under the proposed DA Rules, the applicant will be able to decide when to publicly notify a
development application requiring public notification, with the earliest being within 5 business
days starting the day after the development application is properly made. This moves away from
the end to end process set out in SPA whereby each stage must be completed before the next
step commences. Also:
•     Applications requiring public notification must only be notified for 15 business days,
      removing the SPA requirement for some applications to be publicly notified for 30 business
      days (i.e. those applications where there 3 referral agencies);
•     There will be no requirement to place a notice in a local newspaper, with only a notice on
      the land and a written notice sent to the owners of adjoining land required. The
      assessment manager will though have the ability to require public notification in another
      form where compliance would be onerous, but is subject to some restrictions. Notably, the
      restrictions mean the assessment manager could not require the applicant to undertake a
      community consultation meeting or the like;
•     The assessment manager will have up to 10 business days or a further agreed period to
      consider all submissions accepted once the applicant provides notice that they have
      complied with public notification requirements. This is a new period not currently provided
      for by SPA, with submissions currently considered during the assessment manager’s
      decision period.
Stop the Clock
The applicant may at any time in the DA process, but before a decision is made, stop the clock
as many times as required for accumulative period of up to 6 months or further agreed period to
resolve any matters, provide information, make written representations to referral agency
response and negotiate on draft conditions with the assessment manager.
Revival of Lapsed Development Application
The development application lapses where the applicant does not comply with the prescribed
time frames. Notwithstanding this, the applicant may revive the application by giving written
notice to the assessment manager within 3 months. The ability to revive a lapsed development
application exists in SPA, but the time frame to do so is currently 5 business days. If the
applicant revives the application, then the applicant must comply with the required action within 5
business days after the written revival notice is given. Notably, the development application does


                                                                                    Page 11 of 147

Section 12

GENERAL COMMITTEE MEETING AGENDA                                                    12 January 2015


not lapse if the applicant fails to respond to the assessment manager’s information request as is
currently provided for in SPA and instead the Decision Stage simply starts.
The ability to revive an application is extraordinary when the development application process is
intended to be an applicant driven process as applicants should be responsible for meeting their
own time frames, as is Council. The proposed extension to the revival period is likely to create
administrative problems for councils in their application tracking systems, financials in refunding
application fees in part and has the potential to create significant confusion for the community
and particularly submitters.
Notably, the requirement for assessment managers to give applicant and owners of land notice of
a pending lapsing of development approval has been removed from the Bill.
Shortened Decision Time frames
Assessment managers will have 20 business days to assess and decide a development
application requiring standard assessment and 30 business days for merit assessment, with the
Decision Notice to be also given within this period. These periods may be extended only by
agreement with the applicant. This is a significant reduction to the time frames provided for under
SPA, whereby both code and impact assessable applications must be decided within 20
business days, which may be extended by a further 20 business days by the assessment
manager and further by agreement with the applicant. SPA also provided a separate 5 business
days for the Decision Notice to be issued.
For development applications following the standard assessment process and not decided within
the specified 20 business days the applicant may give the assessment manager a deemed
approval notice. The assessment manager has then 10 business days to give a decision notice
and include any relevant conditions.
Referral Agencies to a development application have been only given 20 business days to make
an information request and provide the referral agency response. Again shortened time frames
are proposed in the P&D Bill compared with SPA.
A 20 business day time frame has been applied for the assessment manager to consider written
representations from the applicant and give a negotiated decision notice. Notably, the applicant
may stop the negotiated decision period for up to 6 months.
The majority of development applications are currently decided within the first 20 business days
of the decision period. Applications decided in 20 business days plus include generally those
that are reported to a Council meeting for consideration or where negotiation has occurred with
the applicant during the decision period for revised plans or additional information etc. The
proposed time frames will mean a review is necessary of our current practice of requesting
revised plans or making a ‘second informal information request’ during the decision period. A
review of the delegations would also be prudent particularly for the standard assessable
development applications.
Notably, the decision rules have been amended since the last report to Council in September.
The decision rules have now been moved to the Planning and Development Regulations, and
currently identify that applications must be assessed against the assessment benchmarks (i.e.
the planning scheme) and matters set out in identified Schedules. However, these schedules are
‘blank’ currently and give no confidence that applicants for development proposals which conflict
with the planning scheme must prove the merits and justify the inconsistency as currently
required under SPA.
Alternative/chosen Assessment Managers

The Bill retains and amends a clause that allows a regulation to prescribe the assessment
manager for a development application as any person from a class of persons who have stated
qualifications or characteristics. It is not confirmed whether this will result in an additional class
of private entities (chosen by the Minister rather than councils) being identified as assessment
managers in place of councils for particular applications.

                                                                                     Page 12 of 147

Section 13

GENERAL COMMITTEE MEETING AGENDA                                                     12 January 2015


This is essentially private certification for planning and operational works matters and is of
significant concern given that experience has shown that private building certification has not
been as successful in ensuring compliance with the planning scheme requirements given the
inherent commercial interest. It is also a concern for any development application that includes
works which ultimately become a Council asset and maintained at ratepayers expense.

Material Change of Use Definition

Under SPA, the definition of material change of use means that there must be a material
increase in the intensity or scale of the use of premises. This definition has been carried through
to the P&D Bill whereas IPA originally defined it as being any material change in the intensity or
scale of the use of the premises. In this way, a lesser or small scaled development could also be
considered a material change of use. This is important for uses which might include a
community component and the applicant seeks to remove this, for example a retirement village
where the nursing home component is removed.

Appeal provisions

A fundamental shift to the cost provisions in the Planning and Environment Court was introduced
under SPA, and has been continued under the P&D Bill. These provisions essentially bring the
P&E Court in line with the usual rule in civil litigation that the losing party pays the winning party’s
costs.

While it may have been intended that in appeals where each party has a well-founded argument
and calls expert evidence to justify their position, the P&E Court would exercise its discretion to
direct that each party bear its own costs, this is not necessarily what has eventuated as
evidenced in the Masters appeal. In this instance, costs were awarded against the Council
despite judgement recognising that Masters conflicted with the planning scheme, suggesting that
Council’s case for Masters was not without merit.

The Masters decision is also particularly concerning for genuine community interest groups who
are trying to protect an environmental or other public concern within their community. These
costs rules mean community groups and submitters may be faced with meeting their own legal
costs and the possibility of paying the developers costs, which could be crippling. This does not
serve the public interest of enabling the community to dispute planning decisions. It is
considered that the previous Court powers to award costs in circumstances such as where cases
were frivolous or vexatious or instituted primarily to delay or obstruct are sufficient protections
from abuse of the court appeal system.

Previous Council Consideration

In September 2014 Officers previously reported on the draft Planning & Development Bill and the
Planning & Environment Court Bill. At its meeting of 28 September 2015 Council resolved as
follows:

That Council note the report by the Manager, Planning & Environment and Strategic Planner to
the Planning & Organisation Committee Meeting dated 16 September 2014 and request the
Chief Executive Officer to make a submission to the draft Planning and Development Bill 2014
and Planning and Environment Court Bill 2014 generally seeking that:-
A.    The Department of State Development, Infrastructure and Planning undertake consultation
      on the draft Planning and Development Regulations and Guidelines where much of the
      practical impacts of the legislation changes for the community, development industry and
      local governments will be located;
B.    Local governments and their communities should continue to retain the ability to decide
      through their planning schemes which developments will be required to be publicly notified
      and have third party appeal rights;

                                                                                       Page 13 of 147

Section 14

GENERAL COMMITTEE MEETING AGENDA                                                    12 January 2015


C.      Where an application conflicts with the planning scheme, the onus of proof should be on
        the applicant to prove the merits of the proposal and justify the inconsistency rather than
        what appears to be an onus on the assessment manager to prove that the intent of the
        planning scheme should be upheld;
D.      Section 89 of the Planning and Development Bill 2014 be amended to remove the
        requirement for local governments to provide a notice to applicants and owners that their
        approval will lapse, as this should be the responsibility for applicants and owners to
        monitor;
E.      A time limit requirement be included for Conversion Applications and Offset Establishment
        Cost review requests to be made and undertaken during the period for a Negotiated
        Decision Notice to reduce uncertainty for local governments;
F.      An allowance be included for Local Governments to index all Infrastructure Charges from a
        set base date in accordance with the applicable index to address increasing infrastructure
        costs;
G.      Councils should have the ability to issue an Infrastructure Charges Notice for minor
        changes to development approvals issued prior to 1 July 2011 that involve an increase to
        the intensity of the development and for extensions to the currency period; and
H.      Provide within the P&D Bill the ability for local government planning schemes to also apply
        to assessment of uses within the local government tidal area/river lease areas to support
        improved management of marine activities and address potential impacts on adjacent
        foreshores and uses.

Finance & Risk

Nil

Consultation
External Consultation - Community & Stakeholder

Nil

Internal Consultation

Nil

Departments/Sections Consulted:

      Community Services                        X   Planning & Infrastructure
      Disaster Management & Public Order            Building & Plumbing Services
      Waste & Environmental Health                  DA Planning
      Community Facilities                          Strategic Land Use Planning
      Cultural Facilities                           Asset Design & Investigations
                                                    Asset Planning
                                                    Civil Operations
                                                    Environment

      Executive Office                              Corporate Services
      Community Engagement                          Finance
      Customer Service                              ICT
      Executive Support                             Procurement & Fleet
      Governance                                    Property & Facilities
      Human Resources                               Revenue Services




                                                                                     Page 14 of 147

Section 15

GENERAL COMMITTEE MEETING AGENDA                                                 12 January 2015


2    OPERATIONAL WORKS FOR PRESCRIBED TIDAL WORKS JETTY SITUATED AT 256
     GYMPIE TERRACE, NOOSAVILLE OPW14/0307
Author             Development Engineer, Monkeith Kadhum
                   Planning & Infrastructure Department

Index              ECM/Application/OPW14/0307

Attachments:       1.   Referral Agency Response and Conditions
                   2.   Lease Plan SP146043
                   3.   Proposal Plans for Approval

APPLICATION DETAILS

Applicant                      Bayeno Pty Ltd C/O Jim Toovey

Proposal                       Development Permit for Prescribed Tidal Works (upgrading of an
                               existing commercial jetty)

Properly Made Date             22 August 2014

Information Request Date       16 September 2014

Information Response Date      17 October 2014

Referral Agency (SARA)         24 November 2014
Response Date

Decision Due Date              28 January 2015

Number of Submissions          No Submissions


PROPERTY DETAILS

Property Address               256 Gympie Terrace, Noosaville

RP Description                 Lot 158 SP 146043

Lease Area                     546 m2

Existing Use of Land           Existing Commercial Jetty


STATUTORY DETAILS

SEQRP Designation              Urban Footprint

Locality                       Noosaville

Assessment Type                Code Assessment




                                                                                   Page 15 of 147

Section 16

GENERAL COMMITTEE MEETING AGENDA                                                   12 January 2015


RECOMMENDATION
That Council note the report by the Development Engineer to the General Committee Meeting
dated 12 January 2015 regarding Application No. OPW14/0307 for a Development Permit for
Operational Works for Prescribed Tidal Works – Commercial Jetty situated at 256 Gympie
Terrace, Noosaville and approve the application in accordance with the following conditions:
1.    Development undertaken in accordance with this approval must generally comply with the
      approved plans of development. The approved plans are listed in the table below and as
      may be amended by these conditions.

       Plan No.           Rev.   Plan/Document Name                               Date
       4656-100           -      General Notes & Locality Plan, prepared by       29 May 2014
                                 International Marina Consultants Pty Ltd
       4656-101           -      Demolition Plan, prepared by International       28 May 2014
                                 Marina Consultants Pty Ltd
       4656-102/A         A      General Arrangement, prepared by International   16 October 2014
                                 Marina Consultants Pty Ltd
       4656-103/A         A      Elevation, prepared by International Marina      16 October 2014
                                 Consultants Pty Ltd
       4656-104/A         A      Pile Layout, Profile and Schedule, prepared by   16 October 2014
                                 International Marina Consultants Pty Ltd
       4656-105/A         A      Pontoon Setout, prepared by International        16 October 2014
                                 Marina Consultants Pty Ltd
       4656-106           -      1.2m Overall Width x 7.5 Long Gangway,           30 May 2014
                                 prepared by International Marina Consultants
                                 Pty Ltd
       4656-109           A      Pontoon Setout, prepared by International        30 May 2014
                                 Marina Consultants Pty Ltd
2.    All structures associated with the use (jetty and pontoons) must be constructed wholly
      within the lease area as shown on SP146043 dated 4 December 2013.
3.    To ensure the safety of persons accessing the approved works and to prevent
      environmental harm, a safety audit of the on-site fuel storage tanks, bowsers and
      associated pipework, valves, vents and systems shall be conducted by a suitably qualified
      professional and submitted to Council for approval. The audit shall demonstrate that the
      fuel systems are in a safe and serviceable condition or, where necessary, identify repair
      and rectification requirements to meet the relevant Australian Standards and industry best
      practice environmental management.         Any repair works must be completed, with
      certification submitted by the auditor to Council, prior to the use of the new works
      (pontoon/jetty extensions).
4.    Structures shall be designed and constructed such that they are free standing within the
      waterway and are not connected to or behind the revetment wall or rock wall.
5.    No posts or vertical supports of the proposed structures are to extend vertically above the
      height of the new piles.
6.    No boatlifting devices are to be attached or moored at the jetty structure for the purpose of
      elevating a vessel above the water without Council approval.
7.    The jetty shall be constructed in a manner to render the underside area vermin proof.
8.    The connection point for any electrical reticulation system extending beyond the revetment
      wall must be located above the Q100 flood level.
9.    Lighting associated with the use shall be designed, installed, operated, and maintained in
      accordance with Section 3 of AS4282 Control of the Obtrusive Effects of Outdoor Lighting.
10.   Boat repair activities will not be permitted on site.

                                                                                     Page 16 of 147

Section 17

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


11.   Wastewater and sullage shall only be disposed of at approved pumpout facilities.
12.   The mooring facility shall not be utilised for live-aboard purposes.
13.   Any construction and post construction activity is not to impact on the condition of the
      waterway, and is to be conducted so as not to breach the Environmental Protection Act
      (EPA) 1994 and the Environmental Protection (Water) Policy 1997.
14.   Certification by a Registered Professional Engineer of Queensland (RPEQ) shall be
      submitted to Council. The certification shall state that the works have been constructed in
      accordance with best practice methods, are in accordance with Coastal Protection and
      Management Act 1995, are structurally sound and will have no detrimental effect on the
      river bed or river bank.
15.   A final inspection and approval of the structure by Council’s Inspector is required. Please
      contact Council’s Planning Assessment Section to arrange the inspection.
Advisory Notes
1.    Council has undertaken an audit check of the Operational Works drawings in relation to the
      proposed works. A detailed design check of the calculations and drawings has not been
      undertaken, as they have been certified by a RPEQ. The RPEQ bears full responsibility for
      all aspects of the engineering design. Council reserves the right to require further
      amendments and/or additions at a later date, should design errors become apparent.
2.    Council reserves the right to call up any performance bond held or levy charges against the
      property, should emergency works be required to be undertaken by Council to make the
      site safe due to inactivity on the development site for extended periods of time.
3.    Should any changes or modifications to the approved plans be required as a result of
      construction constraints, a “Request to change an existing approval” under the Sustainable
      Planning Act 2009 must be made. Amended plans clearly indicating the changes must be
      lodged with this application along with the appropriate fees.
4.    The Environmental Protection Act 1994 states that a person must not carry out any activity
      that causes, or is likely to cause, environmental harm unless the person takes all
      reasonable and practicable measures to prevent or minimise the harm. Environmental
      harm includes environmental nuisance. In this regard, persons and entities involved in the
      construction and operation of this development are to adhere to their ‘general
      environmental duty’ to minimise the risk of causing environmental harm.
5.    Pursuant to the Building and Construction Industry (Portable Long Service Leave) 1991 Act
      if the cost of operational works exceeds $80,000, then a portable long service leave levy is
      required to be paid. In accordance with Section 77.(1) of the Act, Council is required to
      sight the approved form issued by the Building and Construction Industry (Portable Long
      Service Leave) Authority that confirms that the requirements of the Act have been satisfied.
      A statutory declaration outlining the cost of the operational works must be submitted to
      Council prior to commencement of work.



REPORT
1.    PROPOSAL
The applicant seeks approval to upgrade an existing commercial jetty on the site. The upgrade
consists of constructing a gangway and floating pontoon to replace part of an existing timber
jetty. The new pontoon extends further out into the river but within the boundaries of the lease
area (Lot 158 S146043). The added pontoon structure will be secured by four new piles.




                                                                                  Page 17 of 147

Section 18

GENERAL COMMITTEE MEETING AGENDA                                                   12 January 2015


Notably in response to the information request, the applicant modified the plans and moved the
structures towards the foreshore ensuring any moored boats can be located within the lease
area.
2.    SITE DETAILS
2.1. Site Description
The site is a commercial lease area of 546m2 described as Lot 158 on SP 146043 situated
roughly opposite the intersection of Edward Street with Gympie Terrace. The lease lot is located
on the Noosa River foreshore and extends approximately 35 metres into the waterway. A
commercial business currently operates on site under the name Jet-Ski and U-Drive Boat Hire,
contains a single-storey office building (timber cottage) and covered decks of approximate area
of 40m2 and associated timber jetty. A plan titled Demolition Plan is included as Attachment 3,
which indicates the lease area and the location of these structures including a section of the jetty
that is identified for demolition.
2.2. Surrounding Land Uses
The site is adjacent to a number of recreational and commercial uses along the Noosa River
foreshore including private jetties, recreational parkland, tennis court, public boat ramp, boat hire
and tour businesses. The southern side of Gympie Terrace is zoned Visitor Mixed Use and
contains a diverse mix of residential, commercial and dining uses reflective of the zoning.




                              - Locality Map and Aerial Photograph -



                                                                                    Page 18 of 147

Section 19

GENERAL COMMITTEE MEETING AGENDA                                                  12 January 2015


3.    ASSESSMENT
3.1. Instruments for Statutory Assessment
Under the Sustainable Planning Act 2009 the application must be assessed against each of the
following statutory planning instruments to the extent they are relevant to the development:
•    State Planning Policies;
•    the South East Queensland Regional Plan;
•    State Planning Regulatory Provisions;
•    any Structure Plan or Master Plan in place for declared areas;
•    any Preliminary Approval Overriding the Planning Scheme for the land;
•    the Planning Scheme for the local government area; and
•    any Temporary Local Planning Instrument in place for the local government area.
Of these, the statutory planning instruments relevant to this application are discussed in the
sections that follow.
3.2. State and Other Statutory Instruments
State Planning Policies

The following State Planning Policies are applicable to this application:
•    “IDAS Code for development applications for prescribed tidal work”.
•    State Planning Policy July 2014
•    Coastal Protection and Management Act 1995
•    Transport Operations (Marine Safety) Act 1994
•    Transport Operations (Marine Pollution) Act 1995
South East Queensland (SEQ) Regional Plan 2009 - 2031
The proposal is consistent with the regional policies of the SEQ Regional Plan.
State Planning Regulatory Provisions
The following State Planning Regulatory Provisions apply to the application:
•     SEQ Regional Plan Regulatory Provisions
The proposal is for an urban activity within the Urban Footprint and is consistent with the SEQ
Regional Plan Regulatory Provisions.
3.3. Statutory Instruments – Planning Scheme
Land Use & Works Provisions
The following codes of The Noosa Plan which regulate land use and design are most applicable
to this application:
•     Division 22 – Watercourses Works Code
The application has been assessed against the above applicable code. The pertinent issues
arising out of the assessment against the codes are discussed below:
Specific Outcomes

Specific Outcome O5 of the Watercourses Works Code addresses Character and Amenity of
new works and states:

                                                                                   Page 19 of 147

Section 20

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


O5 Prescribed tidal works are designed and sited to ensure—
a) they are contained within the prolongation of boundaries of the lot;
b) that when a vessel is berthed it does not encroach over the prolongation of boundaries of
the lot;
c) a high level of visual amenity is maintained when viewed from the watercourse and adjoining
lands;
d) they avoid conflicts with uses in the water and on the foreshore and adjoining lands;
e) cluttering of watercourses is avoided;
f) excessive traffic volumes within foreshore areas and adjoining lands are avoided;
g) materials blend with the natural surrounds; and
h) they reflect the character and setting of the immediate surrounds or the locality.

Discussion of the Specific Outcomes

The proposed jetty extension raises some concerns with regard to visual amenity, as it involves
additional structures within the Noosa River.

Whilst additional pontoons are being added to the development, this is considered consistent
with the general manner in which the lease area is currently used by the operator. The lease is
one of 16 approved commercial leases on the river and the pontoons are wholly contained
within the lease area. Currently, the operator lashes together a number of boats past the
existing mooring structures, moving them adjacent to the jetty and pontoons as they are hired.
The proposed extensions will formalise this arrangement. Also, the proposed upgrading works
are considered to provide a positive outcome by improving on the existing old and dilapidated
jetty.

The amended plans submitted by the applicant have reduced the quayline of the works to
ensure that all boats moored at the northernmost pontoons will be wholly contained within the
lease area. The number of boats able to be moored within the lease area remains unchanged
and it is considered that the proposal will not unduly clutter the Noosa River.

The design and layout of the works are considered compatible with its setting, maintains the
visual amenity of the Noosa River in this location and is generally consistent with Specific
Outcome 5.
4.    CONSULTATION
4.1. IDAS Referral Agencies
The application was referred to the following IDAS Referral Agencies:
Concurrence
The application was referred to The Department of State Development, Infrastructure and
Planning, acting as a concurrence agency for the relevant departments. The agency provided its
concurrence response dated 18 November 2014 (received by Council on 24 November 2014)
including conditions together with a set of the final revision of the submitted plan for approval.
The Department’s concurrence response is included in Attachment 1
4.2. Internal Referrals
The application was referred to the following internal Council specialists:
•     Planning Assessment
Their comments form part of this report.
4.3. Public Notification
The application was code assessable and was not publically notified.



                                                                                  Page 20 of 147

Section 21

GENERAL COMMITTEE MEETING AGENDA                                                 12 January 2015


5.     CONCLUSION
The application is consistent with the relevant provisions of the Sustainable Planning Act 2014
and The Noosa Plan and does not raise any particular concerns. The applicant has made
amendments to the initial proposal that address the assessment team’s concerns in relation to
visual clutter in Noosa River that may be caused by the proposed works.


Departments/Sections Consulted:

     Community Services                      X   Planning & Infrastructure
     Disaster Management & Public Order          Building & Plumbing Services
     Waste & Environmental Health            X   DA Planning
     Community Facilities                        Strategic Land Use Planning
     Cultural Facilities                         Asset Design & Investigations
                                                 Asset Planning
                                                 Civil Operations
                                                 Environment

     Executive Office                            Corporate Services
     Community Engagement                        Finance
     Customer Service                            ICT
     Executive Support                           Procurement & Fleet
     Governance                                  Property & Facilities
     Human Resources                             Revenue Services




                                                                                  Page 21 of 147

Section 22

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 22 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                12 January 2015

                                                                               Attachment 1

                                                                                     aaa   b
                                                                                    Ox
                                                                                   Queensland
                                                                                   Government

                                                                                    Department of
                                                                                   State Development,
                                                                                    Infrastructure and Planning
                 SARA reference: SDA-0914-014456
                 Applicant reference: 201002
                 Council reference: OPW14/0307

                  18 November 2014

                  Noosa Shire Council
                  PO Box 141
                 TEWANTIN QLD 4565

                  Dear Mr Mark Lewis

                 Concurrence agency response—with conditions
                 Jetty 256 Gympie Terrace, NOOSAVILLE QLD 4566
                 (Lot 158 SP146043)
                 (Given under section 285 of the Sustainable Planning Act 2009)

                 The referral agency material for the development application described below was received
                 by the Department of State Development, Infrastructure and Planning under section 272 of
                 the Sustainable Planning Act 2009 on 23 September 2014.

                 Applicant details
                 Applicant name:              Bayeno Pty Ltd
                 Applicant contact details:   C/- Jim Toovey
                                              PO Box 257
                                              TEWANTIN QLD 4565
                 Site details
                 Street address:              Jetty 256 Gympie Terrace, NOOSAVILLE QLD 4565
                  Lot on plan:                Lot 158 SP146043
                  Local government area:      Noosa Shire Council

                 Application details
                  Proposed development:       Development Permit for Operational Works — Prescribed
                                              tidal works — Commercial jetty

                 Paget                                                                        SEQ North SARA
                                                                                        Level 8, Mike Ahern Building
                                                                                               12 First Avenue
                                                                                      MARCOCHYDORE QLD 4558

                                                                                                 Page 22 of 147

Section 23

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 23 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                  12 January 2015

                                                                                               SDA-0914-014456

                  Referral triggers
                  The development application was referred to the department under the following
                  provisions of the Sustainable Planning Regulation 2009:
                  Referral trigger       Schedule 7, Table 2, Item 13 — Tidal works, or works within a
                                         coastal management district (coastal protection)
                                         Schedule 7, Table 2, Item 15 — Tidal works, or works within a
                                         coastal management district (maritime safety)
                  Conditions
                  Under section 287(1)(a) of the Sustainable Planning Act 2009, the conditions set out in
                  Attachment 1 must be attached to any development approval.

                  Reasons for decision to impose conditions
                  Under section 289(1) of the Sustainable Planning Act 2009, the department must set out the
                  reasons for the decision to impose conditions. These reasons are set out in Attachment 2.

                  Further advice
                  Under section 287(6) of the Sustainable Planning Act 2009, the department offers advice
                  about the application to the assessment manager—see Attachment 3.

                  Approved plans and specifications
                  The department requires that the following plans and specifications set out below must be
                  attached to any development approval.

                      Drawing Title               Prepared by          |     Date | Drawingno. |
                  Aspect of development: Operational works
                  Demolition Plan        International Marina Consultants 28 May 2014    4656-101
                                         Pty Ltd
                  Plan of Lot 158 -      N/A Survey Plan                  4 December     SP146043
                  Cancelling Lot 158 on                                   2013
                  $P233178 & Part of
                  U.S.L, being part of the
                  Noosa River
                  General Arrangement    International Marina Consultants 16 October     4656-102/A
                                         Pty Ltd                          2014
                 Elevation               International Marina Consultants 16 October     4656-103/A
                                         Pty Ltd                          2014
                  Pile Layout, Profile and | International Marina Consultants 16 October 4656-104/A
                  Schedule               Pty Ltd                          2014

                  Pontoon Setout         International Marina Consultants 16 October     4656-105/A
                                         Pty Ltd                          2014
                  1.2m Overall Width x   International Marina Consultants 30 May 2014    4656-106
                  7.5m Long Gangway      Pty Ltd

                  Department of State Development, Infrastructure and Planning                  Page 2

                                                                                                   Page 23 of 147

Section 24

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 24 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                       12 January 2015

                                                                                                     SDA-0914-014456
                   Standard Pontoon         International Marina Consultants  30 May 2014      4656-109
                   Details                  Pty Ltd

                   A copy of this response has been sent to the applicant for their information.

                   For further information, please contact Tracey Smith, Senior Planning Officer, on 3882 8409
                   or via email [email protected]      who will be pleased to assist.

                   Yours sincerely

                   <s aD

                   Sarah Doring
                   A/Manager (Planning)

                   cc:    Jim Toovey; and Geoffrey Phillips
                   enc:   Attachment 1—Conditions to be imposed
                          Attachment 2—Reasons for decision to impose conditions
                          Attachment 3—Further advice

                   Department of State Development, Infrastructure and Planning                       Page 3

                                                                                                         Page 24 of 147

Section 25

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 25 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                         12 January 2015

                                                                                                     SDA-0914-014456

                   SARA reference: SDA-0914-014456
                   Applicant reference: 201002
                   Council reference: OPW14/0307

                   Attachment 1—Conditions to be imposed
                 (No. [Conditions                                                         «dC nition timing
                   Operational Works
                   7.2.13 Coastal protection—Pursuant to section 255D of the Sustainable Planning Act 2009, the
                   chief executive administering the Act nominates the Director-General of the Department of
                   Environment and Heritage Protection to be the assessing authority for the development to which
                   this development approval relates for the administration and enforcement of any matter relating to
                   the following condition(s):
                   1.       The development must be carried out generally in accordance      At all times
                            with the following plans:
                                e   ‘Demolition Plan’, prepared by International Marina
                                    Consultants Pty Ltd, drawing no. 4656-101, dated 28 May
                                   2014
                                e   ‘General Arrangement’, prepared by International Marina
                                    Consultants Pty Ltd, drawing no. 4565-102/A, dated
                                    10 October 2014
                                «   ‘Elevation’, prepared by International Marina Consultants
                                    Pty Ltd, drawing no. 4656-103/A, dated 16 October 2014.
                                e   ‘Pile Layout, Profile and Schedule’, prepared by
                                    International Marina Consultants Pty Ltd, drawing no.
                                   4656-104/A, dated 16 October 2014
                                e   ‘Pontoon Setout’, prepared by International Marina
                                    Consultants Pty Ltd, drawing no. 4656-105/A, dated
                                    16 October 2014
                                e   ‘1.2m Overall Width x 7.5m Long Gangway’, prepared by
                                    International Marina Consultants Pty Ltd, drawing no.
                                   4656-106, dated 30 May 2014
                                e   ‘Standard Pontoon Details’, prepared by International
                                    Marina Consultants Pty Ltd, drawing no. 4656-109, dated
                                    30 May 2014.

                   2.       During the construction phase of the works:                      For the duration of
                            (a)  install and maintain all measures, plant and equipment      the works the subject
                                    necessary to ensure compliance with these conditions;    of this approval
                            (b)  only use materials which are:
                                i;   clean and free of silt;
                               ii.   free from pests, chemicals and other contaminants
                                     as defined under section 11 of the Environmental
                                     Protection Act 1994; and
                              iii.   suitable for the purpose; and
                            (c)  promptly remove any material or debris which has been
                                 deposited within the coastal management district or tidal
                                 waters, other than in accordance with this approval.
                  3.        Erosion and sediment control measures are to be installed and    Prior to
                            maintained to prevent the release of sediment to tidal waters.   commencement of
                                                                                             the works and
                                                                                             maintained until
                                                                                             their completion

                   Department of State Development, Infrastructure and Planning                        Page 4

                                                                                                           Page 25 of 147

Section 26

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 26 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                         12 January 2015

                                                                                                     SDA-0914-014456

                  ‘No. [Conditions                                                       | ontton timing
                  4.        Should the works become damaged as a result of erosion,          At all times
                            flooding or storm tide inundation, the registered landowner(s) of
                            the land to which the works are attached, shall be responsible for
                            the collection and removal of all debris, previously being a part of
                            the works, at their own expense.
                            No sand shall be permanently removed from the erosion prone      At all times
                            area, and any clean sand excavated from the site must be placed
                            on the beach, seaward of the work.

                            Any debris or waste material encountered whilst undertaking      Prior to the
                            demolition works must be suitably disposed of at the applicant's completion of works
                            cost.

                   7.       The development must be in accordance with the ‘Demolition       At all times
                            Plan’, prepared by International Marina Consultants Pty Ltd,
                            drawing no. 4656-101, dated 28 May 2014, in particular:
                                e   The demolition work must incorporate best practice
                                    measures for the protection of water quality objectives by
                                    minimising the disturbance to the bed or banks.

                            Note: The water quality objectives are those of the receiving
                            waters as listed in the Environmental Protection (Water) Policy
                            2009.

                   7.2.15 Maritime safety—Pursuant to section 255D of the Sustainable Planning Act 2009, the chief
                   executive administering the Act nominates the Director-General of the Department of Transport and
                   Main Roads to be the assessing authority for the development to which this development approval
                   relates for the administration and enforcement of any matter relating to the following condition(s):
                            Provide written notice to:                                       When the
                                    Regional Harbour Master (Brisbane)                       development
                                    Maritime Operations Base                                 authorised under this
                                    MacArthur Avenue East                                    approval has started
                                    PINKENBA QLD 4008                                        and when it has
                            when the development authorised under this approval has          been completed.
                            started, and when it has been completed.
                            These notices must state this permit number, the location and
                            name of registered place and the condition number under which
                            the notice is being given.

                            “As Constructed” drawings must be provided to:                   Within two (2) weeks
                                    Regional Harbour Master (Brisbane)                       of the completion of
                                    Maritime Operations Base                                 the works
                                    MacArthur Avenue East
                                    PINKENBA QLD 4008
                   10.      The construction, operation or maintenance ofthe structure, and | at all times
                            any ship moored at this structure, must not impede the safe
                            navigation of other ships or restrict safe access to or from
                            neighbouring structures.

                   Department of State Development, Infrastructure and Planning                        Page 5

                                                                                                           Page 26 of 147

Section 27

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 27 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                            12 January 2015

                                                                                                        SDA-0914-014456

                  No. [Conditions                                                            | Conditiontiming      |
                    11.      Any ship, dry berth or device (including Air Lifting Pontoons)     At all times
                             berthed, moored or attached to the pontoon/structure must not
                             exceed the following sizes:
                                 e   9x ‘hire boat’ (5.3mx2.4m)
                                 e   1x ‘charter boat’ (10mx3.2m)
                                 e   6x ‘jet ski’
                                 e   2x ‘hire boat’ (4.1mx2.0m)
                                 e   2x ‘pontoon boats’ (6.5mx2.5m)

                    12.      The development must be carried out generally in accordance        At all times
                             with the plan ‘General Arrangement’, prepared by International
                             Marina Consultants Pty Ltd, drawing no. 4656-102/A, and dated
                             10 October 2014. In particular:
                             The structure and any part thereof, or any vessel moored at the
                             structure, must not extend beyond the water allocation as
                             indicated on the plan ‘Plan of Lot 158 - Cancelling of Lot 158 on
                             $P233178 & Part of U.S.L, being part of the Noosa River’,
                             drawing no. SP146043, and dated 4 December 2013.

                    13.      All structures associated with the development must be lit/marked | At all times
                             in accordance with the following specifications, such that they are
                             clearly visible to approaching ships and do not cause a risk to the
                             safe navigation of other ships:
                                 e   Any anchors deployed by barges during the construction
                                     must be marked yellow buoys and fitted with flashing
                                     yellow lights.
                                 e   Any freestanding piles must have retro-reflective tape
                                     fitted.
                                 e   The structure must be adequately lit and lighting must be
                                     positioned so that it does not cause a risk to the safe
                                     navigation of other vessels.
                                 e   Lighting must be provided in accordance with Maritime
                                     Safety Queensland's requirement and section 3 of
                                     AS 4282-1997 ‘Control of the obtrusive effects of outdoor
                                     lighting’.

                    14.      Any debris or similar obstruction encountered while undertaking    Prior to completion of
                             the work must be suitably disposed of at the applicant's cost.     works

                    15.      All piles and/or structures to be demolished, both above and       Prior to the
                             below the waterline must be completely extracted / removed.        completion of works

                    Department of State Development, Infrastructure and Planning                           Page 6

                                                                                                              Page 27 of 147

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GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 28 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                 12 January 2015

                                                                                              SDA-0914-014456

                  SARA reference: SDA-0914-014456
                  Applicant reference: 201002
                  Council reference: OPW14/0307

                  Attachment 2—Reasons for decision to impose conditions

                  The reasons for this decision are:
                     e   To ensure the development avoids or minimises adverse impacts on coastal
                         resources and their values.
                     e   To ensure landowners are aware they must take responsibility for their damaged
                         property as they can impact on coastal resources and public safety.
                     e   To ensure the natural processes and the protective function of landforms and
                         vegetation are maintained in coastal hazard areas.
                     e   To facilitate the monitoring of the development works for compliance purposes.
                     e   To ensure the development does not encroach on the navigable waterway in a way
                         that impedes the safe passage of vessels.
                     e   To ensure the development does not adversely affect navigable access to
                         neighbouring premises.
                     e   To ensure that at all times, all lights on or above the development site do not
                         interfere with safe navigation in surrounding waterways.

                  Department of State Development, Infrastructure and Planning                 Page7

                                                                                                   Page 28 of 147

Section 29

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 29 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                       12 January 2015

                                                                                                    SDA-0914-014456

                   SARA reference: SDA-0914-014456
                   Applicant reference: 201002
                   Council reference: OPW14/0307

                   Attachment 3—Further advice

                   General advice
                   Transport Operations (Marine Safety) Act 1994
                       1. The applicant must comply with all directions issued by the Harbour Master.
                       2. Any ships and equipment using the approved facility must comply with the Transport
                          Operations (Marine Safety) Act 1994, the Transport Operations (Marine Safety) Regulation
                          2004, and the Transport Operations (Marine Pollution) Act 1995.

                   Department of State Development, Infrastructure and Planning                       Page 8

                                                                                                         Page 29 of 147

Section 30

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 30 of 147

GENERAL COMMITTEE MEETING AGENDA                                                      12 January 2015

   SP 146043 VO REGISTERED Recorded Date 11/03/2014 11:45 Page 1 of 2 Not To Scale Attach mM e nt 2
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      2                            o              SOpen ptt       100             150 Jom _ Stote copyright reserved
      z         ,                                                               Scole:   .
      ;                                .        Plan of Lot 158                         anette
      3                                                                         Format: .
      S| igeaiatiincnimsoemmenst™ | — Cancelling Lot 158 on SP233178 &                BERNESE
      Fr] domes Latte TOOVEY, heredy certify Urst the fond .
        coserdence with the yond astruc!              .
      g SSreyes kt ted ersernecaaadtepsaton ens. | Part of U.S.L., being part of the Noosa River ; 7
      :           =e                —                                             Ba
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      3 owteltaf2018 oes            GOVERNMENT: SUNSHINE COASTR.C. LOCALITY: NOOSA VILLE rath oP
                      S             weriten: Vide SP233/78          seney  no      SP146043
   Copyright protects the plan/s being ordered by you. Unauthorised reproduction or amendments are not permitted.

                                                                                       Page 30 of 147

Section 31

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 31 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                                                                        12 January 2015

                   10  ALL DIMENSIONS ANO LEVELS ARE TO BE VERFED ON SITE              170. CESGN PARAMETERS                                                                                     By    es           .
                   20. WHEN IN DOUBT ‘ASK’ 00 NOT SCALE                                     MO   ease wno se
                   30 ALL OIMENSONS ARE SHOWN IN     TRES  UN                                      Wu > 57 m/s                                                       ‘
                   %       wees Noe on         ne RS UNO                                       ~ TERRAN CATEGORY TC2                                                .                                        ey
                       Aue a          nS eT        ee ee 10                                    = GUST QURATION = 30sec
                                                                                           WAVE
                   50  PLES                                                                     ~ WIND GENERATED WAVE
                            ~ TOLERANCE FOR ORIVING IN PLAN */- 50 mm.                            Hyaa™ 06m
                             MEASURED AS THE WORST COMBNATION CF PLAN                          « BOAT Wa                                                         “
                            DEVIATION AND QUT OF PLUMB OVER FULL TAL RANGE                        Hna® OS                                                                =
                             VERTICAL = 11N 150 MAX QUT OF PLUMB
                            ~ CONTRACTOR TO ADVISE ENGNEER F BED LEVEL OFFERS FROM         BERTHNG PACT                                                                ce
                             DESIGN LEVEL BY MORE THAN 300mm                                    ~ APPROACHING VELOCITY                                                                                                              |
                                                                                                    v= O3n/s                                                                                                      .     “    age
                   60 PONTOON DIMENSIONS ARE NOMNAL                                       FLOOO CURRENT                                                                                              *       gee.         A 4.
                           ~ OMENSIONS ARE MEASURED TIMBER TO THBER                           ‘100 Fuo00                                                                                 a     et              A          aT
                  7.0  PONTOONS ARE TO BE CONNECTED TOGETHER WITH TIMBER                                                                                                   Ay                4              vt          rte BE
                                                                                                  Vox ® 15/5                                                              ot                 ee               ¢                    Fi
                      WALERS                                                                                                                                      - Dn a Kale                    ee               Pola      a     st
                                                                                           ALL VESSELS SHALL BE REMOVED UNDER FLOOD CONDITIONS,
                  8    GUY) EX Sam DA. SPAING 10 VARY WH LOCATOR.                          aida     Sa eo              1                                         oe           wi                 ie        ay ee           TRL              This plan is copyright and cannot
                          rieU fens              NOMAL ROLL                                                                                                         ee                             hha              fe’,     Hes
                                        :                                                        ~   MAX. UNFORMLY OSTREUTED LOAD 3 kPa                           Pe       pe                     PE      ee           Wi      Tiel         be used or reproduced without
                  90   ALL TIMBER OESGN AND CONSTRUCTION TO BE IN ACCORDANCE                     ~ FREEBOARD UNDER DEAD LOAD 400 + 25am                          ps                ROR                   Sf   a ae                          the written permission of
                       WITH AS 17201                                                                                                                                                                                ~                       International Marina Consultants
                                                                                           ———                                                                                        LOCALITY PLAN
                       WALER SES                                                                                           -
                          = 2/90 x 200 GRADE F17 HARDWOOD                                   VESSEL LENGTH                       OSPLACEMENT                                             SCALE : NTS                                              |             ;
                          ~ ALL TIMBER TO BE SEASONED AND TREATED IN                             im     {| eeam [|      ean |                                                                                                                      nternational
                          {a                                                           pee Te                                                                                                                                                      Marina
                            AT Rekeinl WHER Tal eneanl On hese Pen                         a                                                                                                                                                         Cc
                  100 ALL WELDS TO GE COMPLETE PENETRATION BUTT WELD OR                                                                                                                                                                                  onsultants
                      FLLET WELD AS REQURED UNO                 10.8  Gm             Ltt                     te     es                                                       LOT 468                                                        Consultants to the Marina Industry.
                                                                                                                                                                                                                                                  International Marina
                  M10 ALL ALUMINUM WORK TO BE IN ACCORDANCE WITH AS 164               %8.0 THE PROPOSED PONTOON COMPLES WITH THE GUDELNES                                                                                                         Consultants Pty, Ltd.
                           7 AL OCTRUSINS 10 BE TYPE 6061-16 OR 6062-15 UNO                 IN AS3962-2001 “GUDELIES FOR OESGN OF MARNAS                                    $P146043                                                              ACN. 079 905 481
                           ~ ALL ts SHALL BE INERT GAS WELD USING PULSE MIG           730 THE WORKS WILL BE STRUCTURALLY ADEQUATE FOR ANTICPATED USAGE                       LOCAL GOVERNMENT - SUNSHINE COAST RC.                             473 ean pen
                             TH sek cual oe ean ee en WITH ALL                        200 THE WORKS COMPLY WITH ALL RELEVANT CODES ~ INCLUDING THE OEHP'S                    LOCALITY - NOOSAVILLE                                             husiralia
                            SHARP EDGES GROUND SMOOTH                                      OPERATIONAL POUCY, BULOING AND ENGINEERING STANDARDS FOR TIDAL WORKS                                                                                Phone (0713892 S71 Fax (0713892 S611
                           ~ ALL WELOS TO BE COMPLETE PENETRATION BUTT WELD                                                                                                                                                                    Emal - me@mc-marnascom
                  120 Alt STEAL AND MUMRM WORK SHALL BE NEATLY FRNSHED                                                                                                                                                                      CLIENT:
                  190 PLE GUDE BLOCKS ARE TO BE ADJUSTED AS REQURED TO                                                                                                                                                                      BAYENO PTY. LTD.
                      SUT PLE SIZE ANO POSITION ON SITE.
                        ~ CLEARANCE MUST BE PROVIDED BETWEEN PLE AND
                          GUOE_T0 PREVENT “HANGING” OF PONTOON UNDER
                          FULL TOAL RANGE
                  140 CONCRETE                                                                                                                                                                                                              PROJECT:
                        ~ ALL CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS 3600                                                         .                                                                                                  U DRIVE BOAT HIRE
                         = MNMUM CONCRETE STRENGTH I'c = SOMP3                                                                                                                                                                             BER               ARRANGEMEN
                        ~ ALL STEEL RENFORCEMENT TO BE HOT OP GALVANZED                                                                                                                                                                          THING Re                      T
                  BO WALKING SURFACES SHALL BE FINSHED IN ACCORDANCE WITH AS<S86                                                                                                                                                            Tne
                  %60 INSULATION                                                                                                                                                                                                            GENERAL NOTES &
                             BOLTED MATERIAL         NSULATNG MATERAL                                                                                                                                                                       LOCALITY PLAN
                          ALUMINUM 7 GALV        DURALAC ANT] CORROSION
                                     STEEL       COMPOUND OR NYLON
                                                 SEPARATION WASHERS                                                                                                                                            se
                      mar oeR                |       aw                                                                                                                                  3                       3                         coe                 5/208
                          sa /@oee | aereowe |                                                                                                                             1     MACEMAN                                                   Dreving naz           686-00
                                                                                                                                                                           OF QUEENSLAND NUMBER - 2938                                     Drawn By: JC.

                                                                                                                                                                           Page 31 of 147

Section 32

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 32 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                        12 January 2015

                                                ‘*_                                                                           U2 IH
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                    2058
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                          SosT                           at                l                       7060                                                                       ! 3
                                                                           |                                                                                                   =
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                                                           |                                                                 SP146043                                         |
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                1  FOR GENERAL NOTES REFER TO DRAWING No. 6656-100         |                                 PLAN
                                                                                                               ME 1: 125
                2 TIMBER JETTY AND RP BOUNDARY ARE BASED ON SURVEY
                   DRAWING FLE - Detal_060514 DwG                                                                                                                   Za
                LEGEND:                                                                                                                          Le                                 _
                ww eovoany                                                                                                                             J.     LEMAN
                                                                                                                                 FOR APPROVAL | | GF GUEENSLAND NUMBER - 2538
                                                                                                                                                           STERED PROFESSIONAL ENGINEER

                                                  Mone                         BaYENO PY. LT                     DEMOUTEN PLAN
                                                    Cons
                                                       onsultants              —:                                                                                           Drawn By:
                                            Consultants to the Marina Industry. U DRIVE BOAT HIRE

                                                              Emal . mc@ec-marrascon                                                               International Merinc Consultents

                                                                                                                           Page 32 of 147

Section 33

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 33 of 147

GENERAL COMMITTEE MEETING AGENDA                                                      12 January 2015

                                                                                       19640
                                      +                                    10750                      8890            2412
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                                          .            [Alpaca                                                 ra
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                         ee                              Ai 3                  =                                    I
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          NOTES:                                      =...                         x  WT       SP         = |       Noli
           1 FOR GENERAL NOTES REFER TO ORAWING No 4656-100 i CS)                     Zn RPL              eat       Ise}
          2 TIMBER TTY AND RP BOUNDARY ARE BASED ON SURVEY | La 7}                    GD     ») IC        Ke) |     \S) !
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                                         5 wee.        Hh SS      eee ee ee ee        Se                      |    ae.
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          -— = = PP BOUNDARY                                               PLAN
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                 its eo wat                                                                                TM     HON
                                                                                           FOR APPROVAL] [ir'cieesuanw nner 2950
                                  | nternational       RAYE                    Te                   Revision:
                                   M rina              BAYENO PTY. LTD.        GENERAL ARRANGEMENT  A 96/07 FOOD LGM EINE BOAT
                                     Consultants       Paanan
                               Consultants to the Morina Industry. U DRIVE BOAT HIRE
                             Internotional Marina ieeney Go en BERTHING REARRANGEMENT
                             Consultonts Pty. Ltd. STR                                                                    aT oe
                             ACN. 079 005 4a) eeu                                                  © Be ede arcane
                                            Enal mcOwxc-marnas con                                    laternctional Marina Consultents

                                                                                       Page 33 of 147

Section 34

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 34 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                             12 January 2015

                                                                                                                                                                 NOTES:
                                                                                                                                                                 1  FOR GENERAL NOTES REFER TO ORAWING No 4656-100.

                                               HIRE BOATS
                                                                        _
                                                           8]     |                                  PART OF TIMBER ETTY    4                                  esp    TOP OF PLE “250m CO
                                                        “i 7                                         TO BE DEMOLISHED                                                   109 Fiano
                                          —+-——                   1        a    oS                                                                                 —2°23
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                                                                                                VARY, AVAV,                            ae                                MHWS +078 CO
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                                                                                  |                                 ;                                              | \ gta    on co
                                                                                 ]             EXISTING BEACH were!         11            ts                   rf
                                                                                                                            u                                  f
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                                                                                                                                                             aT
                                                                                                                                                              J, M.CEMAN
                                                                                                                                                              REGISTERED PROFESSIONAL ENGINEER
                                                                                                                                       FOR APPROVAL } | oF QUEENSLAND NUMBER - 2938
                                                   | Mane                         BAYENO PTY. LTD.                  ELEVATION                       A%6/90/1% PONTOON LENGTH REDUCED
                                                      Consultants                 a                                                                                               Oram By:
                                              Consultants to the Marina Industry. U DRIVE BOAT HIRE
                                           ee                                                                                                           ——
                                             nsultonts  Pty. Ltd.                                                                                        is plan Is copyright and conn
                                                                 Ema mcOwnc-marnascom                                                                   Internetional Marine Consultonts

                                                                                                                               Page 34 of 147

Section 35

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 35 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                                                    12 January 2015

                               ><                                                    r                                           NOTES:
                                        >

                                            .                                                                                    1    FOR GENERAL NOTES REFER TO DRAWING No. 4656-100.
                                                                                                                                 2    AGL LEVELS ARE IN METRES ANO REDUCED TO CHART DATUM (CD)
                                                    Pi                                                                           3   PLS
                         Ps                                                                                                               ~ TOLERANCE FOR ORIVING IN PLAN +/- SO mm,
                                                                                                                                           MEASURED AS THE WORST COMBINATION OF PLAN
                                                                                                                                           DEVIATION AND OUT OF PLUMB OVER FULL TIDAL RANGE.
                      -                                                                                                                    VERTICAL = 11N 150 MAX OUT OF PLUMB
                                                                                                                                          ~ CONTRACTOR TO ADVISE ENGINEER F GEO LEVEL OFFERS FROM
                                                                                                                                           OESIGN LEVEL BY MORE THAN 300mn

                                                                                                                                                                                                            A %6/10/%% PONTOON LENGTH REDUCED

                                                                                                                     B60 LEVEL                                      EMBEOMENT | TOP LEVEL) PRE LENGTH        be used or reproduced without
                                                                                                                     (m CO)                                            a      (m CO)      im                the written permission of
                                                  PLAN                               r3                    [re | 2            eo       on SAM CORTE WGN | se | 35                       S|                       l
                                                    me                                                    [a | =9 [ioe ox rouow sancomme re -romm [ses [ns _ |                                                     paranteri
                                                                                                            Px | 8 |onmt mem vasconocasanre | s | 3s |                                    3 _|                    Marina
                                                                                                                                                                                                                     Consultants
                                                                                                                                                                                                             Consultants to the Marina Industry.
                                                                                                                                                                                                                  International Marina
                                                                                                                                                                                                                  Consultants Pty. Ltd.
                                                                                                                                                                                                                  A.C.N. 079 905 481
                                                                                                                                                                                                               473 Anerley Road
                                                7 10P_OF PRE +350m CO                                 gz 10P OF PLE *350e CO                                                                                    rae 0 403
                                                                                                            0900 FLO00 +237m CD                                                                                Phone (0793892 S771 Fax (0793892 S611
                                                                                                             HAT +1 C0                                                                                         Ema. inc@mc-maringscom
                                               m2 RD $2578                                            H        MHWS +078 CO
                                                        HAT +1im CO             PLE                             MSL -04Sm C0                                                                                CUENT:
                                                   /    _gMHWS +0788 CO           re soem                        MLWS +0T!m CO                                                                              BAYENO PTY. LTD.
                                               —A st «045m 00                                               J,  gil. 000m (0
                          PLE                                                                             4
                         fueime                = a              ae                                        BED LEVEL -03m CO APPROX                                                                         PROJECT:
                                                                                                                                                                                                            U DRIVE BOAT HIRE
                                                   BED LEVEL VARES            é                                                                                                                             BERTHING REARRANGEMENT
                       :                                                      ¥
                       z                                                      7                                                                                                                            TITLE:
                       g                 |                                                                                                                                                                  PILE LAYOUT, PROFILE AND
                        |                                                                                                                                                                                   SCHEDULE
                              PONTOON PILE PROFILE                              SHS COMPOSITE PILE PROFILE
                              “ie                                               SAE     88                                                                            Z—
                                                                                                                                                    JM.         [AN                                       IDrawing No.:    4656-704/A       | g No.: 4656-104/A
                                                                                                                                                    REGISTERED PROFESSIONAL ENGINEER                      Iscote:            AS SHOWN
                                                                                                                        FOR APPROVAL}            | oF QUEENSLAND NUMBER - 2938

                                                                                                                                                      Page 35 of 147

Section 36

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 36 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                             12 January 2015

                                            %           >
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                                                                                                                               Page 36 of 147

Section 37

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 37 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                   12 January 2015

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                                                                                                                     Page 37 of 147

Section 38

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 38 of 147

GENERAL COMMITTEE MEETING AGENDA                                                          12 January 2015

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                                                                                                 Page 38 of 147

Section 39

GENERAL COMMITTEE MEETING AGENDA                                                         12 January 2015


3                        APPLICATION FOR REFERRAL AGENCY RESPONSE DETACHED HOUSE SITUATED
                         AT 62 PARK RD, NOOSA HEADS RAP14/0029
DOCMENT IN FOR MATI ON




Author                           Development Planner, Jack Lewis
                                 Planning & Infrastructure Department

Index                            ECM / Application / RAP14/0029

Attachments                      1.   Proposal Plans
                                 2.   Inspection Photo



         APPLICATION DETAILS
         Applicant:                                Pacific BCQ
         Proposal:                                 Referral Agency Response – New Detached House
         Properly Made Date:                       24 September 2014
         Information Request Date:                 7 October 2014
         Info Response Received Date:              3 December 2014
         Decision Due Date:                        15 January 2015
         Number of Submissions:                    Not Applicable



         PROPERTY DETAILS
         Property Address:                         62 Park Rd NOOSA HEADS
         RP Description:                           Lot 108 SP 184118
         Land Area:                                1,131m2
         Existing Use of Land:                     Vacant



         STATUTORY DETAILS
         SEQRP Designation:                        Urban Footprint
         Planning Scheme:                          The Noosa Plan (16 September 2013)
         Locality:                                 Noosa Heads
         Zone                                      Semi Attached Housing
         Assessment Type:                          Referral Agency Response - Planning




                                                                                          Page 39 of 147

Section 40

GENERAL COMMITTEE MEETING AGENDA                                               12 January 2015


RECOMMENDATION
That Council note the report by the Development Planner to the General Committee Meeting
dated 12 January 2015 for a Referral Agency Response for a Detached House at 62 Park Rd,
Noosa Heads and Approve the application in accordance with the following conditions:

PLANNING
     When Conditions must be Complied With
1.   Unless otherwise stated, all conditions of this Decision Notice must be complied with prior
     to the use commencing, and then compliance maintained at all times while the use
     continues.

     Approved Plans
2.   Development undertaken in accordance with this approval must generally comply with the
     approved plans of development. The approved plans are listed in the following table unless
     otherwise amended by these conditions.


      Plan No.            Rev.   Plan/Document Name                             Date

      TP 2.0              A      Mitti Street View drawn by Frank Macchia       14/08/2014

      TP 3.0              A      Park Road View drawn by Frank Macchia          14/08/2014

      TP 4.0              A      Site Plan drawn by Frank Macchia               14/08/2014

      TP 5.0              A      Lower Level drawn by Frank Macchia             14/08/2014

      TP 6.0              A      Ground Level drawn by Frank Macchia            14/08/2014

      TP 7.0              A      Upper Level drawn by Frank Macchia             14/08/2014

      TP 8.0              A      Sections drawn by Frank Macchia                14/08/2014

      TP 9.0              A      Sections drawn by Frank Macchia                14/08/2014

      TP 10.0             A      Sections drawn by Frank Macchia                14/08/2014

      TP 14.0                    Landscape drawn by Frank Macchia               14/08/2014

     Building Height
3.   The maximum height of the development must not exceed 8 metres above the natural
     ground surface.
4.   Certification must be submitted to Council from a Licensed Surveyor which certifies that the
     building does not exceed the maximum height requirement of this Decision Notice.
5.   Any fencing along the boundary of the site must be no more than 1.8m in height measured
     from the existing ground level. Any fencing on top of the proposed retaining walls in the
     north eastern portion of the site shall be setback a minimum of 1m from the property
     boundary and include dense landscaping.




                                                                                 Page 40 of 147

Section 41

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


      Roof Form & External Finishes
6.    The roof pitch shall be no less than 5 degrees and include eaves to at least 75% of the
      perimeter of the detached house.
7.    A detailed colour palette and schedule of materials shall be provided and approved by
      Council prior to commencement of construction demonstrating the following:
      a.   The development shall be finished with appropriate colours and materials which
           blend in with the existing native vegetation and backdrop, comprising muted
           earth/environmental tones; and
      b.   The external pool walls shall be finished with appropriate materials and tones to
           visually soften the built form presentation to the road frontage.
      Performance Bond
8.    Security in the form of a cash bond or trading bank guarantee to the sum of $5,000 must be
      submitted to Council, to secure performance of all conditions of this approval, prior to the
      issue of a Development Permit for Building Works. The cash bond or trading bank
      guarantee will be returned on performance of the conditions of approval less any costs
      incurred by Council in respect of enforcing performance of this permit. Council reserves
      the right to call upon the bond or guaranteed sum to effect compliance with conditions.
      Landscaping
9.    The development site and the road reserve areas must be landscaped in accordance with
      Council’s Policy on Landscaping Guidelines, and in accordance with the approved
      landscaping plans. Prior to landscaping works commencing within the road reserve, there
      shall be a pre-start meeting with Council’s environmental officer.
10.   Existing trees in the road reserve must be retained and protected during construction.
      Earthworks
11.   Earthworks required on site shall be carried out in accordance with Council’s Planning
      Scheme Policy PSP5 Engineering Design Standards, so as not to cause the additional
      ponding of water on any adjoining lands or concentrate or direct overland flow on to an
      adjoining property.
12.   The ground level shall be reinstated around the building edges to screen the building in
      accordance with the approved plans.



REPORT

1.    PROPOSAL
The application seeks Council’s Referral Agency Approval for a Detached House at 62 Park Rd,
Noosa Heads. The proposal seeks assessment against the Specific Outcomes of the Detached
House Code in regard to setbacks, site cover and building height.

The proposal plans are included as Attachment 1.

2.    SITE DETAILS

2.1   Site Description

The 1,131m2 vacant site is located on the corner of Mitti St and Park Rd, directly opposite the
entrance to the Noosa National Park.



                                                                                  Page 41 of 147

Section 42

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015




Figure. 1 – Locality Plan

The site slopes to the east towards Mitti Street at an overall rate of 25%. The site also includes
several flat bench areas that previously contained buildings.

The Park Rd frontage has a road reserve up to 30m wide in parts and is substantially vegetated
with mature native trees. There are a number of significant trees on the site proposed to be
removed as part of the development. There is an existing electricity box located in the road
reserve near the boundary of the site’s north eastern corner.

2.2   Background

Cocos Restaurant was previously located on the site before being demolished in 2007.

On the 23 March 2007, Council issued a siting variation for the construction of a detached house
on the site (2006/277). The house was never constructed and the approval lapsed. As a result,
there are no current approvals over the site.


3.    ASSESSMENT

The Detached House Code regulates land use and design of detached houses. The technical
issues arising out of assessment against the Code are discussed below, with further discussion
relating to assessment against the Specific Outcomes thereafter.




                                                                                  Page 42 of 147

Section 43

GENERAL COMMITTEE MEETING AGENDA                                                               12 January 2015



Criteria              Planning Scheme                        Proposal                             Complies
Site cover            50% (565m2) on the ground floor and    Garage Level                         X
                               2                                              2
                      30% (340m ) for the upper storey(s),       -   28% (315m )
                                                                              2
                      or                                         -   11% (125m ) visible
                               2
                      40% (452m ) for all storeys.
                                                             Ground Level
                                                                                2
                                                                 -   35.3% (399m )

                                                             Upper Level
                                                                                2
                                                                -    24.1% (272m )

                                                             Total Coverage
                                                                              2
                                                                 -   67% (755m )
                                                                              2
                                                                 -   43% (485m ) visible
                             2                                      2
                      226m (20%) of Soft Landscaping Area    210m (19%)                           X
Setbacks
Frontage (Mitti St)   6m                                     3.9m                                 X
Frontage (Park Rd)    6m                                     2.5m                                 X
Sides (south)         2.0m                                   2.0m                                 
Sides (west)          2.0m                                   2.0m                                 

Building height
in storeys            2 storeys max                          2 storeys                            

in metres             8m max from Natural and Finished       12.9m to finished ground levels      X
                      ground levels                          8m to natural ground levels          
Roof form
Roof Pitch            5 degrees                              5 degrees                            
Eave overhangs        600mm to 75%                           600mm to 75%                         
Carparking            1                                      4                                    

Site Cover / Soft Landscaping
Probable Solutions S9.1 & S9.2 seek that the site cover of buildings does not exceed 50% on the
ground floor and 30% on the upper floor; with a minimum of 20% of the site provided for soft
landscaping.

Site cover refers to the total proportion of a site covered by all buildings and structures shown as
a percentage. From a birds-eye view of the site, the total site coverage is 67% (755m2).

The proposed building is set over three levels and steps up the hill, with a large grassed/terraced
podium level, which is located directly above the garage. A pool sits above the garage and
extends out in to the north eastern portion of the site, with a roof extending out over part of the
podium.

The following diagram identifies those areas at the garage level that will be more than 1m above
natural ground level.




                                                                                                Page 43 of 147

Section 44

GENERAL COMMITTEE MEETING AGENDA                                                 12 January 2015




Figure.2 – Site Cover Plan (The Purple areas represents the site cover of the garage level; The
Green is the site cover of the visible elements of the garage and ground level)

Due to the topography of the site and the design of the building, the majority of the garage level
is not visible and is set into the hill. The green area on the above plan shows the parts of the
building 1m or more above natural ground level. These areas amount to only 43% of the total site
area. The applicant also indicates that over 1.8m of fill is planned on top of the buried garage
levels to provide for lawn/podium areas on the ground level with the pool. The upper storey of the
development has a site coverage of 272.6m2 (24%). Given a large portion of the garage will not
be visible, the proposed site cover is acceptable and consistent with the Specific Outcomes,
being compatible with the surrounding development.

The application includes a landscaping plan, showing extensive vegetation around the building,
to limit the perception of bulk to the adjoining Mitti Street frontage. The landscaping plan
indicates that 19% will be soft landscaping, and another 5% of landscaping area located above
the proposed garage level. This will bring the total area of landscaping up to 24%.

The split level design with open recreating areas at the ground level is considered a reasonable
response to developing the sloping site and meets the Specific Outcomes of the code pertaining
to site cover.
Setbacks
The Probable Solutions of the Code seek a 6m setback from both road frontages. The
development maintains a 3.9m setback along the pool edge and a 4.5m setback along the rest of
the façade to Mitti Street. The pool edge is also setback 2.5m from the Park Road frontage and
parts of the podium level adjacent to the pool will be retained along the boundary to match in with
the topography and terracing of the site.
The landscape plan identifies substantial landscaping is proposed within the road reserve and in
the north eastern corner of the site, adjacent to the retaining walls. 3-4m high feature pandanus
trees are proposed within this corner to visually minimise the bulk of the building, so as not to
visually dominate the Mitti Street or Park Road frontage.

                                                                                   Page 44 of 147

Section 45

GENERAL COMMITTEE MEETING AGENDA                                                     12 January 2015


While the pool area sits forward of the main line of the building, this feature will assist in breaking
up the line and plane of the building. The elevation plans indicate the pool to be finished in muted
toned render/rock and will be partially screened by the adjacent landscaping. This development
is considered to be a reasonable design element considered to meet the Specific Outcomes of
the code pertaining to setbacks.

Building Height
The Probable Solutions require the building height to not exceed 8m from the finished and
natural ground levels. The garage level has a finished ground level of 9.9m AHD and the top of
the first storey roof is at 22.8m AHD, resulting in a height of 12.9m.

The garage level is set more than 3.9m below the natural ground surface at this point and is not
visible to the site’s road frontage. The development meets the building height requirements in
respect to the natural ground level and the development will not dominate the street. The
development is consistent with the corresponding Specific Outcomes pertaining to height in
metres.

4. CONCLUSION

The split level design of the proposed detached house at 62 Park Rd, Noosa Heads is
considered to be an appropriate response to building on the sloping site. The development will
not present an appearance of bulk to the surrounding area and allows for landscaping to be
provided around the building. The development meets the corresponding Specific Outcome of
the Detached House Code and is recommended for approval, subject to appropriate conditions.


Departments/Sections Consulted:

   Community Services                           X    Planning & Infrastructure
   Disaster Management & Public Order                Building & Plumbing Services
   Waste & Environmental Health                 x    DA Planning
   Community Facilities                              Strategic Land Use Planning
   Cultural Facilities                               Asset Design & Investigations
                                                     Asset Planning
                                                     Civil Operations
                                                     Environment

   Executive Office                                  Corporate Services
   Community Engagement                              Finance
   Customer Service                                  ICT
   Executive Support                                 Procurement & Fleet
   Governance                                        Property & Facilities
   Human Resources                                   Revenue Services




                                                                                      Page 45 of 147

Section 46

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                                     Attachment 1 – Proposal Plans




                                    Page 46 of 147

GENERAL COMMITTEE MEETING AGENDA                                                 12 January 2015

                                                                                                             Attachment 1 - Proposal Plans

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                                                                                   Page 46 of 147

Section 47

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




Ground Floor




                                    Page 47 of 147

GENERAL COMMITTEE MEETING AGENDA                                 12 January 2015

Ground Floor

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                                                                  Page 47 of 147

Section 48

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




1st Floor


                                    Page 48 of 147

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Section 49

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




2nd Floor

                                    Page 49 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                      12 January 2015

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                                                                                                        Page 49 of 147

Section 50

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




Landscape Plan


                                    Page 50 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                   12 January 2015

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                                                                                                                     Page 50 of 147

Section 51

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 51 of 147

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                                                                      Page 51 of 147

Section 52

GENERAL COMMITTEE MEETING AGENDA                      12 January 2015



                                   Attachment 2 – Inspection Photo




                                                       Page 52 of 147

Section 53

GENERAL COMMITTEE MEETING AGENDA                                                                   12 January 2015


4                         COMBINED DEVELOPMENT APPLICATION MCU14/0077 FOR WAREHOUSE AND
                          SHOWROOM (PLUMBING SUPPLIES) & OPW14/0324 FOR OPERATIONAL WORKS
                          10/100 RENE STREET, NOOSAVILLE
DOCUMENT IN FOR MATI ON




Author                            Development Planner, Glen Conforti
                                  Planning & Infrastructure Department

Index                             ECM/ Application / MCU14/0077 & OPW14/0324

Attachments                       1.   Proposal Plans



         APPLICATION DETAILS

         Applicant                             Wilson Clark Construction Pty Ltd C/- Murray and Associates

         Proposal                              •    Industrial Business Type 1 – Warehouse
                                               •    Retail Business Type 4 – Showroom (trade related showroom,
                                                    plumbing supplies)

                                               •    Operational Works (Stormwater Drainage, Landscaping, Car
                                                    Parking and Access Driveway)

         Properly Made Date                    16 September 2014

         Information Request Date              10 October 2014

         Information Response Date             16 October 2014

         Decision Due Date                     15 January 2015

         Number of Submissions                 No submissions received

         PROPERTY DETAILS

         Property Address                      10/100 Rene Street, Noosaville

         RP Description                        Lot 10 SP230643

         Land Area                             1702m²

         Existing Use of Land                  Vacant

         STATUTORY DETAILS

         SEQRP Designation                     Urban Footprint

         Locality                              Noosaville

         Zone                                  Shire Business Centre

         Overlays                              Biodiversity Overlay – Environmental Protection
                                               Natural Hazards Overlay – High Potential Acid Sulfate Soils

         Assessment Type                       Impact Assessable


                                                                                                     Page 53 of 147

Section 54

GENERAL COMMITTEE MEETING AGENDA                                                   12 January 2015


RECOMMENDATION
That Council note the report by the Development Planner to the General Committee Meeting
dated 12 January 2015 regarding Application No. MCU14/0077 for a Development Permit for
Industrial Business Type 1 – Warehouse & Retail Business Type 4 – Showroom (trade related
showroom, plumbing supplies) and OPW14/0324 for Operational Works (Stormwater Drainage,
Landscaping, Car Parking and Access Driveway) situated at 10/100 Rene Street, Noosaville and:
A.   Approve the application in accordance with the following conditions:
     MATERIAL CHANGE OF USE
           When Conditions must be Complied With
     1.    Unless otherwise stated, all conditions of this Decision Notice must be complied with
           prior to the use commencing, and then compliance maintained at all times while the
           use continues.
           Approved Plans
     2.    Development undertaken in accordance with this approval must generally comply
           with the approved plans of development. The approved plans are listed in the
           following table unless otherwise amended by these conditions.
            Plan No.     Rev.    Plan, prepared by                                 Date
            DD201        J       Floor Plan, prepared by Cool Architecture         14 October 2014
            DD301        J       Roof Plan, prepared by Cool Architecture          14 October 2014
            DD401        J       Rene Street Streetscape North Elevation,          14 October 2014
                                 prepared by Cool Architecture
            DD402        J       Eastern Elevation & Western Elevation,            14 October 2014
                                 prepared by Cool Architecture
            DD403        J       South Elevation, prepared by Cool Architecture    14 October 2014
            2864-1       B       Cover Sheet, prepared by Construction             15 October 2014
                                 Hydraulic
            2864-OP2     C       Stormwater Management Plan, prepared by           15 October 2014
                                 Construction Hydraulic
            2864-OP3     C       Stormwater Quality & Quantity Details, prepared   15 October 2014
                                 by Construction Hydraulic

            2864-OP4     A       Stormwater Quality Maintenance, prepared by       15 October 2014
                                 Construction Hydraulic
            DD701        J       Landscaping Plan, prepared by Cool                14 October 2014
                                 Architecture
            DD702        J       Landscaping Notes & Schedules, prepared by        14 October 2014
                                 Cool Architecture

           Building Height
     3.    The maximum height of the development must not exceed 8 metres above the
           finished ground level and the natural ground level.
           Performance Bond
     4.    Security in the form of a cash bond or trading bank guarantee to the sum of $10,000
           must be submitted to Council, to secure performance of all conditions of this
           approval, prior to pre-start meeting. The cash bond or trading bank guarantee will be
           returned on performance of the conditions of approval less any costs incurred by
           Council in respect of enforcing performance of this permit. Council reserves the right
           to call upon the bond or guaranteed sum to effect compliance with conditions.




                                                                                    Page 54 of 147

Section 55

GENERAL COMMITTEE MEETING AGENDA                                            12 January 2015


         Street Identification
   5.    The street address of the development must be clearly visible and discernible from
         the primary frontage of the site by the provision of a street number and, where
         appropriate, the building name.
         Building Appearance
   6.    All air conditioning units or other mechanical equipment must be fully enclosed or
         screened such that they are not visible from the street frontages nor adjoining
         properties.
         Water & Sewer Connections
   7.    An underground connection to reticulated water and sewerage must be provided to
         the development site in accordance with the standards and requirements of Northern
         SEQ Distributor–Retailer Authority (Unitywater).
   8.    A Certificate of Completion from the Northern SEQ Distributor–Retailer Authority
         (Unitywater) must be submitted to Council that certifies an underground connection to
         reticulated water and sewerage has been provided to the development site.
         Landscaping
   9.    The development site must be landscaped. The works must be undertaken in
         accordance with The Noosa Plan, Planning Scheme Policy PSP03 Landscaping
         Plants and Guidelines and the approved plans.
   10.   Dense screening vegetation must be provided for the full length of the black PVC
         chainlink fence and the bin enclosure along the Rene Street frontage.
   11.   All landscape works must be established and maintained in accordance with the
         approved design for the life of the development, and in a manner that ensures
         healthy, sustained and vigorous plant growth. All plant material must be allowed to
         grow to full form and be refurbished when its life expectancy is reached.
   12.   All landscape works must be maintained generally in accordance with the approved
         design for the life of the development.
         Site Access and Driveways
   13.   A sealed access driveway must be provided from the common property road to all
         parking and manoeuvring areas of the development. The works must include in
         particular a driveway crossover in accordance with IPWEAQ standard drawing SEQ
         R- 051 or R-052
         Car Parking
   14.   A minimum of 17 car parking spaces must be provided and marked on the site. The
         car parking must be made available and accessible at all times while the use is open
         for business. The works must include in particular:
         a.    carspaces 1-5 and 12-15 must be allocated as staff parking spaces
         b.    1 disabled parking space within the total
         c.    crossfalls and gradients in accordance with Australian Standard AS2890:
               Parking Facilities
         d.    wheel stops for carspaces 7-12 to prevent vehicles entering the biobasin. The
               wheel stops must be designed and installed in accordance with
               AS/NZS2890.1:2004.
   15.   All car parking areas and access driveways must be maintained exclusively for
         vehicle parking and manoeuvring and kept in a tidy and safe condition at all times.
   16.   Directional signage must be provided to direct visitors and customers to the car
         parking spaces provided on site.

                                                                              Page 55 of 147

Section 56

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


         Service Vehicles
   17.   Service vehicle parking, manoeuvring and standing spaces must be provided on the
         site.
         Stormwater Drainage & Quality
   18.   The site must be provided with a stormwater drainage system connecting to a lawful
         point of discharge.
   19.   Any overflow from rainwater tanks installed on site must receive treatment within the
         bioretention basin prior to release from the site.
         Earthworks and Retaining Walls
   20.   All fill and associated batters must be contained entirely within the subject site unless
         written permission from the respective landowner(s) is provided to Council. All
         earthworks must be undertaken in accordance with the provisions of Australian
         Standard AS3798: Guidelines on Earthworks for Commercial and Residential
         Developments.
   21.   Where the development involves excavation or filling over, or adjacent to, drainage,
         water supply or sewerage infrastructure, all access chamber surface levels must be
         adjusted to provide a freeboard of 100mm above the finished ground surface level.
         Damage to Services and Assets
   22.   Any damage caused to existing services and assets as a result of the development
         works must be repaired at no cost to the asset owner at the following times:
         a.   where the damage would cause a hazard to pedestrian or vehicle safety,
              immediately; or
         b.   where otherwise, upon completion of the works associated with the
              development.
         Any repair work which proposes to alter the alignment or level of existing services
         and assets must first be referred to the relevant service authority for approval.
         Signage
   23.   All advertising signage must comply with the Advertising Devices Code.
         Waste Management
   24.   Refuse storage, removal and collection facilities must be provided in accordance with
         the following:
         a.    provision of separate bins (240l wheelie bins or 1.1 m3 bulk bins) for general
               and recyclable waste for the site
         b.    collection by service vehicles from the kerbside of the internal common property
               road frontage
         c.    provision of a hardstand impervious area within the site for the permanent
               storage location of the bins, having minimum dimensions of 0.36 m2 (600mm x
               600mm) per bin
         d.    provision of a 1.5m high purpose built enclosure to the storage location which is
               screened from the street
         e.    provision of a wash-down area in the vicinity of the permanent storage location
               fitted with a hose-cock and a drain connected to the sewer that has a
               stormwater catchment area of no more than 1m².




                                                                                 Page 56 of 147

Section 57

GENERAL COMMITTEE MEETING AGENDA                                            12 January 2015


   OPERATIONAL WORKS
   Prior to Commencement of Works
   25.   Council must be contacted at least 5 working days prior to any works commencing to
         organise a prestart. The contact number to arrange a pre-start meeting is 5329 6244.
         The pre-start meeting must include the relevant parties for the following aspects of
         the works:
         a.   Civil engineering works;
         b.   Erosion and sediment control works
   26.   A Construction Management Plan must be submitted to Council prior to the pre-start
         meeting and must specifically address the following:
         a.   Traffic Management during all aspects of the construct phase including:
              (i)    A Traffic Management Control Plan in accordance with Manual of Uniform
                     Traffic Control Devices (MUTCD) detailing all temporary signage and
                     traffic control measures prior to construction
              (ii) Maintenance of safe pedestrian access across the frontage of the site
                     both during daily construction and after daily construction has ceased
              (iii) Proposed fencing to the site during the construction phase of the
                     development
              (iv) Adequate parking arrangements for construction workers
         b.   Maintenance and protection of water quality and existing drainage lines through
              the construction site through the implementation of appropriate erosion and
              sediment control measures
         c.   Works program identifying key components of the works and their respective
              durations
         d.   Establishment of a communication protocol with the general public, adjoining
              owners, emergency services and local businesses to advise of construction
              times, impacts on traffic and services and other relevant issues
   27.   Any conflict between the development and an existing or proposed service must be
         referred to the relevant service authority for determination prior to commencement of
         works.
         During Construction
   28.   The developer must meet any costs to repair damage to any Council asset during
         construction, where damage is a result of the development works. Damage to assets
         must be repaired immediately where it creates a hazard to the community. In
         circumstances where the damage does not create a hazard to the community, it must
         be repaired immediately on completion of the works associated with the
         development. A condition report including photographs of the Rene Street frontage of
         the site should be completed and submitted to Council at the prestart meeting.
   29.   All works must be supervised by a Registered Professional Engineer of Queensland
         (RPEQ) who is independent of the Developer and Principal Contractor, and they must
         certify that all works conform to the Operational Works permit. Where municipal
         works are involved, such confirmation must be submitted for the respective hold
         points prior to any site inspection by Council Officers.
   30.   All works must be constructed in accordance with:
         a.   The approved plans/documents and conditions detailed in this Decision Notice
         b.   All relevant Noosa Council Planning Scheme Policies, standard drawings,
              standard specifications and guidelines
         c.   The latest version of the Healthy Waterways document “Water Sensitive Urban
              Design Technical Design Guidelines for South East Queensland” for all water
              quality devices to be constructed on site.

                                                                              Page 57 of 147

Section 58

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


         Bioretention Basins
   31.   During construction and establishment of the bioretention devices, the supervising
         RPEQ must certify that the device was constructed in accordance with Construction
         and Establishment Guidelines: Swales, Bioretention Systems and Wetlands (Water
         by Design, 2009) and that the forms contained in section 3.15 of the guidelines,
         including the associated supporting information and data, are completed. These
         forms and certification must be submitted to council prior to commencement of use.
   32.   A construction hold point with a council delegate must be established once the
         contributing catchment is effectively stabilised with at least 80% groundcover, and
         bioretention device underdrainage pipe work is installed.
   33.   At the time of the construction holdpoint, a sample of the drainage layer, transition
         layer, and filtration media materials must be stockpiled onsite accompanied by
         laboratory results that demonstrate that the media complies with the specifications
         contained in the latest version of the Guidelines for Soil Filter Media in Bioretention
         Systems (Facility for Advancing Water Biofiltration) and that the minimum hydraulic
         conductivity of 180mm/hr or as specified on the approved engineering plans will be
         achieved.
   34.   The bioretention underdrains and cleanout points must be provided as uPVC pipe
         generally as shown on IPWEAQ Standard DrawingWSUD-003.
   35.   Where the bioretention filter media interfaces with stormwater pits and retaining walls,
         nonwoven geotextile must be fixed to the pit/retaining wall and extend 300mm out
         into the filter media generally in accordance with IPWEAQ Standard Drawing WSUD-
         001 to prevent tunnelling of water along the interface.
   36.   All overflow pits within the bioretention devices must be provided with letterbox type
         grates in accordance with IPWEAQ Standard Drawing WSUD-001.
   37.   A minimum of five of the following species must be planted in the bioretention basin
         surface at a minimum density of 8 plants/m2:
         a.    Carex appressa.
         b.    Carex fascicularis.Ficinia nodosa.
         c.    Juncus usitatis.
         d.    Lomandra longifolia.
         e.    Ghania sieberiana.
   38.   Where landscaping/garden beds are proposed adjacent to the bioretention basin, a
         900mm deep root barrier must be installed to the interface between the
         landscape/garden area and the bioretention basin.
   39.   Following Construction - Prior to issuing of a final compliance certificate, council must
         receive evidence that the results for the in situ hydraulic conductivity testing
         conducted in accordance with PRACTICE NOTE 1: In Situ Measurement of Hydraulic
         Conductivity (FAWB, April 2008) for the bioretention filter media achieve the design
         criteria.
   40.   Maintenance - All stormwater quality treatment devices must be maintained in
         accordance with the Maintaining Vegetated Stormwater Assets, Version 1 (Water by
         Design, 2009). Records of all maintenance activities undertaken must be kept and
         made available to council upon request.




                                                                                 Page 58 of 147

Section 59

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


         Erosion and Sediment Control
   41.   Erosion and sediment control measures must be installed and maintained to minimise
         erosion on the site and to minimise the export of sediment and associated pollutants
         from the site. The erosion and sediment control measures must be designed,
         installed and maintained in accordance with current best practice standards.* Any
         waters discharged from the site in a 43mm rainfall event or less must contain less
         than 50mg Total Suspended Solids per Litre. (*refer to advisory notes)
   42.   Prescribed Water Contaminants (as defined in the Environmental Protection Act
         1994) must not be released from the site or to waters within the site, or be likely to be
         released should rainfall occur, unless all reasonable and practicable measures as
         detailed within the International Erosion Control Association Best Practice Erosion
         and Sediment Control Document (2008) are taken to prevent or minimise the release
         and concentration of contamination.
   43.   Prior to the the issue of the Certificate of Classification, all site surfaces must be
         effectively stabilised using methods which have achieved effective short-term
         stabilisation and which will continue to achieve effective stabilisation in the medium to
         long-term (refer to advisory notes). For the purpose of this condition, an effectively
         stabilised surface is defined as one that does not, or is not likely to result in visible
         evidence of soil loss caused by sheet, rill or gully erosion or lead to sedimentation, or
         lead to water contamination.
   44.   Any exposed areas must be effectively stabilised without delay and prior to rainfall
         occurring.
         Works Within Road Reserve/Reinstatement
   45.   Safe pedestrian access on all streets in the vicinity of the development must be
         maintained at all times. Should footpath/road closures be necessary to carry out
         construction works, Council’s Engineering Officer must be notified prior to the
         proposed closure and all requirements complied with.
   46.   All frontage works must match neatly with existing road and verge/footpath features.
         Additional works beyond the frontage may be required to provide an acceptable
         transition to existing road and verge/footpath profiles. In this regard, any sections of
         the footpath in the common property frontage of the site that is either damaged or
         missing must be replaced as part of these works.
         Site Access and Driveways
   47.   Any existing unnecessary or redundant property accesses must be removed, and the
         kerb, footpath and verge area reinstated to match the existing footpath and/or verge
         treatments. Grassed verge areas to be reinstated must be provided with 100 mm
         topsoil and grass seed or turf, and must be maintained by the developer until
         established.
   48.   The following must be complied with during the construction of the required
         crossover/driveway:
         a.    The driveway must be constructed so as not to concentrate stormwater runoff
               onto neighbouring properties or cause ponding of water within the road reserve
         Earthworks
   49.   The finished surface levels of the site must be graded and shaped to ensure that all
         surface runoff is directed to the proposed drainage system and not directed on to any
         adjoining property.




                                                                                 Page 59 of 147

Section 60

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


   50.   All earthworks shall be undertaken in accordance with the provisions of AS 3798
         Guidelines on Earthworks for Commercial and Residential Development. Certification
         must be provided by an RPEQ and submitted to Council the issue of the Certificate of
         Classification for the building.
         Service Conduits under Existing Road Features
   51.   Electrical conduits or other services proposed to be installed under existing sealed
         carriageways, concrete pathways or concrete/sealed driveways must be installed by
         boring. Trenching is not permitted, unless specifically approved by Council.
         Supervision/Certification
   52.   Upon completion of the work a certificate must be issued by an RPEQ certifying that
         the works have been constructed in accordance with the Operational Works permit.
         Landscaping
   53.   The finished level of all mulch in garden beds must be a minimum of 50mm below the
         level of the adjacent top of pavement. All landscaping is to be constructed in
         accordance with Council’s Planning Scheme Policy PSP03 Landscaping Plants and
         Guidelines.
   54.   All approved landscaping works must be maintained in good condition for the
         duration of the approved use.
   55.   All landscape works must be constructed and work procedure undertaken in
         accordance with:
         a.    The approved plan and conditions detailed in this Decision Notice.
         b.    All relevant council Planning Scheme Policies, standard drawings, standard
               specifications and guidelines.
   56.   Landscape works must be supervised, constructed and certified by qualified
         persons*. (* Refer to Advisory Note)

   Advisory Notes

         Qualified Person – Landscaping
   1.    For the purpose of supervising landscape works and preparing a landscape
         certification, is considered to be a landscape architect, landscape designer or
         horticulturist with a minimum of three years current experience in the field of
         landscape design.
         Equitable Access and Facilities
   2.    The plans for the proposed building work have NOT been assessed for compliance
         with the requirements of the National Construction Code - Building Code of Australia
         (Volume 1) as they relate to people with disabilities. Your attention is also directed to
         the fact that in addition to the requirements of the National Construction Code as they
         relate to people with disabilities, one or more of the following may impact on the
         proposed building work:
         a.    the Disability Discrimination Act 1992 (Commonwealth);
         b.    the Anti-Discrimination Act 1991 (Queensland); and
         c.    the Disability (Access to Premises – Buildings) Standards.

         Development Compliance Inspection
   3.    Prior to the commencement of the use, please contact Council's Development
         Assessment to arrange a Development Compliance Inspection.



                                                                                 Page 60 of 147

Section 61

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


         Infrastructure Charges
   4.    This Development Permit will trigger an “Infrastructure Charge Notice” to be issued in
         accordance with Council’s “Adopted Infrastructure Charges Resolution” under the
         State Planning Regulatory Provision (Adopted Charges) and the Sustainable
         Planning Act 2009.
         General Advisory Notes
   5.    Council has undertaken an audit check of the Operational Works drawings in
         relations to the proposed works. A detailed check of the calculations and drawings
         has not been undertaken, as they have been certified by a RPEQ. The RPEQ bears
         full responsibility for all aspects of the engineering design. Council reserves the right
         to require further amendments and/or additions at a later date should design errors
         become apparent.

   6.    Council reserves the right to call up any performance bond held or levy charges
         against the property, should emergency works be required to be undertaken by
         Council to make the site safe due to inactivity on the development site for extended
         periods of time.

   7.    Should any changes or modifications to the approved plans be required as a result of
         construction constraints, a “Request to change an existing approval” under the
         Sustainable Planning Act 2009 must be made. Amended plans clearly indicating the
         changes must be lodged with this application along with the appropriate fees.
         Prestart, On and Off Maintenance Inspections Request
   8.    Contact Council on 5329 6244 to arrange a prestart or an inspection giving a
         minimum of 5 business days’ notice of preferred inspection time.

   9.    If Council officers are required to undertake additional inspections of the same works,
         a reinspection fee will be applicable in accordance with Council’s Fees and Charges
         register applicable at the time.
         Erosion and Sediment Control
   10.   Accepted best practice standards include:
         a.   the Sunshine Coast Regional Council Manual for Erosion and Sediment Control
              V1.2 or other superseding document subsequently adopted by Noosa Council;
         b.   Best Practice Erosion and Sediment Control, International Erosion Control
              Association (2008)

   11.   As a general rule, a site is determined to have achieved effective short-term
         stabilisation if at the time of the request for “on maintenance”:
         a.     Methods of stabilisation are:
                •     appropriate for slopes and slope lengths; and
                •     are consistent with best practice environmental management practices
                      such as in the Manual for Erosion and Sediment Control or the IECA
                      Manual; and
                •     Stormwater runoff from the site is not currently, and is not likely to result
                      in visible evidence of sedimentation or erosion, or lead to water
                      contamination.

   12.   If at the time of request for “on maintenance”, the method of short-term stabilisation
         has not achieved a level of stability that Council's Officers believe will have a high
         probability of achieving long term stability, Council Officers may take the following
         matters into consideration in determining whether the site is capable of achieving
         medium to long-term stability:

                                                                                  Page 61 of 147

Section 62

GENERAL COMMITTEE MEETING AGENDA                                                  12 January 2015


           a.    Evidence that the site has been effectively stabilised in the short term;
           b.    Evidence that soil has been adequately ameliorated;
           c.    Evidence that seed of annual and perennial grass species has been applied at
                 an adequate rate; and
           d.    That grass seed has germinated at a density that is likely to achieve an
                 effective grass cover.

           For example, while hydromulch can provide an immediate and effective stabilising
           cover to soils, the protective cover can be relatively short-lived if vegetation fails to
           establish before the thin layer of mulch decomposes. So if hydromulch is selected as
           the method of temporary short term stabilisation, Council Officers will seek to confirm
           that perennial as well as annual grasses are well established to reduce the risk of
           instability of the site in the medium to long term. As a general rule, hydromulch will
           only be accepted as a “patch” fix and should comprise no more than 20% of the
           exposed site area due to the high risk of failure. Due to the requirement to
           progressively stabilise exposed areas, it is not envisioned that this will present any
           difficulties for an appropriately managed and compliant site.

           Property Notation

           MCU14/0077 – Stormwater Treatment Device

           The following notation applies to the subject lot:

           This property is serviced by a bioretention basin water quality treatment device that
           must be maintained in accordance with the document titled Maintaining Vegetated
           Stormwater Assets, Version 1 (Water by Design, 2009). Records of all maintenance
           activities undertaken on stormwater quality treatment devices must be kept for a
           minimum of 5 years and made available to Council upon request.

B.   Find the following are sufficient grounds to justify the decision despite the conflict with the
     Planning Scheme:
     1.    The proposal adds to the range of businesses and employment opportunities in the
           Shire Business Centre
     2.    The trade related warehouse and showroom is more compatible with industrial uses
           when compared to typical retail uses and is therefore suitably located as proposed,
           being a transitional area between industrial and retail uses in the Shire Business
           Centre.




REPORT
1.   PROPOSAL
The proposal seeks to establish an 818m² warehouse and showroom for plumbing trade and
retail sales. The applicant submits that the showroom component is an ancillary use to support
the trade business as new products need to be displayed to the trade. The proposal consists of
431m² for warehousing purposes which includes 136m² of outdoor storage area for the bulkier
and PVC items. The 387m² balance areas are for trade related sales, a showroom, 2 offices and
amenities. The layout of the proposal is shown in Figure 1 below.




                                                                                   Page 62 of 147

Section 63

GENERAL COMMITTEE MEETING AGENDA                                                 12 January 2015


The built form consists of tilt panel construction with large glass panels adjacent to the showroom
part of the building and roller doors to the trade sales and warehouse areas. A 3° pitched
Colorbond roof is proposed, sloping from east to west with substantial overhangs and awnings to
both street elevations. Stormwater quality and management is provided in the form of a
bioretention swale and basin to the north west corner of the lot. The site is accessed from the
internal common property road with 12 car spaces provided along the Rene Street frontage and 5
spaces along the front of the building, providing a total of 17 spaces. A minimum of a 2m wide
landscape garden is proposed along both the Rene Street and internal common property road
frontage.

The application is before Council as the proposed uses are inconsistent within Precinct E3 of the
Shire Business Centre zone.




Figure 1 - Layout of the proposal



2.    SITE DETAILS
2.1. Background
On 28 August 2008 Council approved 132007.1841 for Industrial Business Type 1 – Warehouse
and Type 2 – Production, repackaging & repairing and Education Type 3 – Adult for 11 factory
units. The approval granted an 11 lot industrial community title development comprising the
whole of Precinct E3. Consequently the small cul de sac road which provides access to all lots is
common property and not Councils asset. A built form has been approved on each lot.



                                                                                   Page 63 of 147

Section 64

GENERAL COMMITTEE MEETING AGENDA                                                   12 January 2015


132007.1841.2 - A change to the development approval was approved on 23/12/2010 which
amended the payment times of the Infrastructure Charges.

132007.1841.03 - A change to the development was approved on 31/01/2012 to stage the
development.

2.2. Site Description
The site is level except for a slight slope towards the north west corner of the land.
2.3. Surrounding Land Uses
The site and Precinct (E3) adjoins industrial uses. Across Rene Street and opposite in Precinct
E4 is vacant land and a recently approved self-storage facility and a recently constructed
industrial business.




    Figure 1 - Location of surrounding uses.




                                                                                     Page 64 of 147

Section 65

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


3.   ASSESSMENT
3.1. Instruments for Statutory Assessment
Under the Sustainable Planning Act 2009 the application must be assessed against each of the
following statutory planning instruments to the extent they are relevant to the development:
•    State Planning Policies;
•    the South East Queensland Regional Plan;
•    State Planning Regulatory Provisions;
•    any Structure Plan or Master Plan in place for declared areas;
•    any Preliminary Approval Overriding the Planning Scheme for the land;
•    the Planning Scheme for the local government area; and
•    any Temporary Local Planning Instrument in place for the local government area.
Of these, the statutory planning instruments relevant to this application are discussed in the
sections that follow.
3.2. State and Other Statutory Instruments
State Planning Policies

The proposal meets the Integrated Development Assessment requirements of State Planning
Policy 2014.
South East Queensland (SEQ) Regional Plan 2009 - 2031
The site is located within the Urban Footprint of the SEQ Regional Plan. The proposal is
consistent with the regional policies of the SEQ Regional Plan.
State Planning Regulatory Provisions
The following State Planning Regulatory Provisions apply to the application:
•    SEQ Regional Plan Regulatory Provisions
The proposal is for an urban activity within the Urban Footprint and is consistent with the SEQ
Regional Plan Regulatory Provisions
3.3. Statutory Instruments – Planning Scheme
The subject site is located in the Noosaville Locality and is zoned Shire Business Centre. The
proposed uses are identified as inconsistent uses within the zone and are required to follow an
impact assessable application process.
A current approval over Precinct E3 permits Industrial Business Type 1 – Warehouse within the
Precinct. Currently there are 3 Industrial Business Type 1 – Warehouses established within
Precinct E3 under the current approval for the site.
Locality Provisions
The Planning Scheme definition allows 20% of a warehouse use area to be used for the sale of
goods from the use. The proposal includes a retail area for trade related sales/showroom totalling
47% of the use area, exceeding the maximum allowable by 27% and therefore, a portion of the
proposal is considered Retail Business Type 4 - Showroom.

The Noosaville Locality Code provides the following Specific Outcomes for development within
Precinct E3 of the Shire Business Centre:




                                                                                  Page 65 of 147

Section 66

GENERAL COMMITTEE MEETING AGENDA                                                 12 January 2015


O140 - Development within Precinct E3 is designed and sited to form a key employment node
based on environmental research and development, in accordance with the sensitivities of the
surrounding area and promoting Noosa’s position in pursuing environmental excellence;

The proposal is not based on environmental research nor does it promote Noosa’s position in
environmental research. The proposal would provide additional employment opportunities within
an already established industrial type Precinct and also within the Shire Business Centre.

O141- The nature, design and operation of any use within Precinct E3 is compatible with uses in
other precincts, including the open space functions in the Open Space Precincts and Industrial
business uses in the Noosaville Industrial Estate; and

O142 - Development has a significant business relationship with development in Precinct E4;

The lot adjoins the Noosaville Industry zone where a variety of industrial uses exist. Opposite the
site in Precinct E4 of the Shire Business Centre industrial businesses are a consistent use and a
self-storage facility and food repackaging/distributor have recently been approved. The proposal
would be compatible with these nearby uses given its industrial nature catering to the trade
professions and the showroom component being ancillary to and essential for a contemporary
plumbing supply outlet. The proposal would provide another choice for consumers in the Shire
Business Centre.

With regard to the location of showrooms within the Shire Business Centre, Retail Business Type
4 – Showrooms are a consistent use in Precinct B3. Typical retail uses that require larger floor
spaces such as Dick Smith Electronics, BCF, and Supercheap Auto are currently located in
Precinct B3. The proposal does require a larger floor space but, given the custom base, the
industrial warehouse component and nature of the use, it has the potential to cause conflicts with
typical retail uses.

Despite showrooms being inconsistent within Precinct E3, it is considered the trade related
nature of the proposed use is compatible with and has a closer relationship with industrial uses
when compared to a typical retail use, and is well suited to its proposed location.

Criteria                            Planning Scheme           Proposal               Complies
Site Area                                                     1702m²
Plot ratio                          1021 m² max               682m²                  
                                    0.6:1 max.                0.4 :1                 
Landscaped open space               170 m² min                210 m²                 
Soft landscaping                    10%                       11.8%                  
Landscaping Setbacks                6m to the internal loop   The proposal does
                                    road                      not have frontage      N/A
                                                              to the internal loop
                                                              road.


Landscaping setback to
                                    2m                        2m – 4m
carparking                                                                           

Building height
• storeys                           2 storeys max             1 storey               
• metres                            8 metres                  7.2 metres             
Carparking                          17 spaces                 17 spaces              


                                                                                     Page 66 of 147

Section 67

GENERAL COMMITTEE MEETING AGENDA                                                   12 January 2015


Roof Form - Eaves and Roof pitch
The Code requires that development in the Shire Business Centre provide a minimum of 0.6m
eaves to 75% to the perimeter of the building and a roof pitch no less than 5°.
The proposal is built with a zero boundary setback to 2 boundaries and therefore it is impossible
to provide eaves to 75% of the building. The design has provided substantial awnings to the west
and eastern elevations for solar protection and visual interest. The building as a whole is
articulated and uses a combination of roof overhang and awnings to provide visual interest. A 5°
roof pitch is unlikely to provide a better visual outcome. The building presents well to Rene Street
and will contribute positively to the existing character of the surrounding industrial area where no
eaves or roof pitch provisions are required.
4.     CONSULTATION
4.1. Other Referrals
The application was forwarded to Unitywater and the following internal Council specialists:
•      Engineering Officer
•      Hydrology Officer
•      Ecologist
4.2. Public Notification
The application was publicly notified for 15 business days in accordance with the Sustainable
Planning Act 2009. No submissions were received.
5.     CONCLUSION
A trade related warehouse and showroom are inconsistent uses within Precinct E3 and will not
add to Noosa’s position in environmental research. However, an existing development approval
permits industrial business within Precinct E3 with a number of businesses already established.
Furthermore, industrial uses are consistent in Precinct E4, (which is located opposite the site)
and in the Industry zone that adjoins the site. It is considered that the trade related nature of a
contemporary plumbing supply outlet is more suitably located with industrial uses rather than with
typical retail uses. The proposed use is compatible with surrounding uses, adds to the range of
employment opportunities in the Shire Business Centre and the proposed built form will
contribute positively to the area. The proposed plumbing supply warehouse and showroom is
recommended to be supported subject to conditions.

Departments/Sections Consulted:

     Community Services                        X   Planning & Infrastructure
     Disaster Management & Public Order            Building & Plumbing Services
     Waste & Environmental Health                  DA Planning
     Community Facilities                          Strategic Land Use Planning
     Cultural Facilities                           Asset Design & Investigations
                                                   Asset Planning
                                                   Civil Operations
                                                   Environment

     Executive Office                              Corporate Services
     Community Engagement                          Finance
     Customer Service                              ICT
     Executive Support                             Procurement & Fleet
     Governance                                    Property & Facilities
     Human Resources                               Revenue Services




                                                                                    Page 67 of 147

Section 68

GENERAL COMMITTEE MEETING AGENDA   12 January 2015


                                                     ATTACHMENT 1




                                    Page 68 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                                              12 January 2015

                 RP Details
                 Lot  10 on SP230643                                                                                                                                                           20"
                 Site Area - 1702 m@                                                                                                                                                      a6" 58 7
                 Site Coverage - 47.4%        (806.8m*)                                                                                                                           ¢        ser
                 Local Authority - Noosa Council                                                                                           et                                 oat     ZONA
                 Parish - Tewantin                                                                                             Ss tT e                                      TF ae.                Be
                 County - March                                                                                 Rene                                                          a           (       2      er at 48
                 Shire - Noosa Shire                                                                                                                                                                 =   (g00m
                 Locality - Noosaville                                                                                                                                ee                                    I. 3
                 Precinct - E3                                                               11250                                sap 4s"              _—                    :                                         Qe
                 Zone Map ZM8 - Shire Business Centre                           *                              *                rem            oo                                       3           m1                \2
                                                                                                                                  :                                             c3                                          »
                                                                                                                            —                                      ca     c3                     ct     cs
                                                                                  98° 51°00"                ee       oe                               —\e                                                                      % /\
                           - Extent of Landscaping                                4.188 m              eT                               ot     C1                                                   "       g                0,         \
                                                                                                ~                                                                                                           12:4                 me \    \\
                                                                     s     Be                                      -        1     ot                 5               -                 9     a          le             (Lie    5          \\
                                                                     &     oh                         pel      [=                                              -         7      8    i       <—-K-9600   peo  ae                  “\ 83 \\
                RS         - Shared Zone                                   eS                     tine of          <n                       ;                     6               4 a0” 2600                                      4\ 38 \\
                                                                           °                                     7       i                          4      s       pam     7 2600                                                B%\ 938 \\
                                                                                        concrete hardstand       .             .              3            _4-ggq0    260°                                                       83\ 58 \\
                Car Parking         Dimensions                                                                    -              1                  —#pao0                      i                                                 324\ 33 \\
                                                                                           fenced                                            ~~ 9400                          driveway                                              &\     $¢ \\
                User Class 3 - 5400 x 2600 =9                       ig                ye            \                             +4 7400  2400                             concrete herdstand                                      3 \     an
                User Class 1 - 5400 x 2400=7                         g                   ‘open use                          49400                                                                                                 2g |        \
                User Class 4 - 5400 x 2400=1(+1)                                        warehouse            si                      -                                               y 7600 , 2400 , 2400 , 2600 ,   , 2600       Ss          |
                                                                                          136.4m2             3                                                                           7]   18h             1s         ta         gi     |
                                                                                                              =                ind                                                            &       ‘bol.
                                                                XN                      line of roof above         A    cles     _        _
                                                                     2                                                a               I                                line of scs above             zone                          eB
                                                                     8                                                                |                                  ino... | fal                                              88
                Materials & Finishes                               4504                     rd 48x70                 10 48x48     326 |                              thrf    "38ove    o3                   8&8        c3          ok
                            .                                              8 &                                  .                       8                                 auto doors        line of awn above            13          ~
                 abs   aluminium batten screen                             8s                                                         |   onenk                           afd 27x40    at 27x40     atw 27x40
                 afd   aluminium framed auto sliding door                  mS                                                         peel                                =     =          =                =                          *
                 afw  aluminium framed window with fixed glass                                                                        !                                    foyer
                 afws aluminium framed window with sliding panel                                                                                                                                                 2°         (
                 awn__ light weight awning                                                             typ                                                                                                       |=
                       °                                                                                    e1                                                                             type 4                 x
                 bol   _bollard                               3                                     warehouse                                   trade related sales                      showroom                lz    a    |
                ors   colorbond roof sheet -imdek @ 3 pitch   3                                     6m min. ceiling height                           3.6m ceiling height                 3.6m ceiling height     |* 8
                       ire extinguisher                                                                        2                                                                                   2                            ‘
                fg   fascia gutter                                   8                                295.0m                                          212.0m?                              175.0m                    5                  g
                 mv    mechanical ventilation                        ~                                                                               polished concrete                  polished concrete        ls s                   2
                rd    roller door                                                                                                                                                                                 s 2           &&      -
                 pef   black pve chainlink fence                                                                                                                                                                 |=            Fe
               ptp    painted tilt panel                                                                       90            ~                       _ FG 2100c2900_ FO-210%x1860 90                             |*     4      se
                ptr    painted tilt panel with rebates                                                            %          we          ia          m!           et                                                .            a
                 sed solid core door                                                                                      Ce                                                     g
                scs    suspended concrete slab                                                                   g        oom  i coms 0     a disable flexi desk  office =       3                                     |
                                                                .  150                                         90        ren         ie   26RD WC crs  30mcoing   Som 22809 om                                      Lc      f          t
                 Note - refer to engineers drgs for                50                                                90         90  330     90     90         90        90      278" 50°50" 50.401 m
                 floor & driveway levels                                        ‘“                                     7        pe          7       ,                    "                                      ‘“
                                                                                                 14020                    3210   4599  2490    2630     4310       3000                   14180
                Copyright                                                       *                                                            46510                                                               °
                This design is the intellectual property of Cool Architecture
                The reproduction of this documentation is not permitted                                            F | oor         P | an
                and is subject to international copyright laws.
                without prior consent.
                                     COOL     ARCHITECTURE                    Project:                                                  Issue-Date-Initial-Revision                  Title:                                       Drawing #:
                                                                              Elaroo Pty Ltd                                  \         A-05.05.14-LR-Concept Design                 Floor Plan                                   DD201
                                                                                                       .                                B-14.0514-LR-Design Development
                                     Phone:      07    5448 8850              Proposed       Industrial     Dev                         C-19.05.14-LR-Draft DA
                                    [email protected]             Lot   10/100     Rene Street                              to3e'oed 4-UR-internal Planning’?            A3 Scale:       Des: LR/GM    Project #: | Issue:
                                    2A/ 35 Seaside Blvd Marcoola Q 4564       Noosaville Q                                              J-14.10.14-LR-Information Request            1:200           Chk: GM       14.019         J
                                                                                                                                                 Page 68 of 147

Section 69

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 69 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                              12 January 2015

    Materials Legend
     UI - Trimdek Roof Sheeting @ 3° pitch                                                                                                             7 \
     _          s        ded c         te Slabt             t AC    unit                               street                                   —       area               —\
              -   Suspende      oncrete      Slab to suppor       units                                                                          ons"           \_-
                                                                                          Re ne                              _      —                                  ain 02      .
    [| —_] - Industrial Style Awnings min. fall                                                       —      —       _
                                                                                               _—                                                                                                  c\
                                                                                      —                                                                                                            \\
     (Cir «- Clearlite or similar                                   _—                                                                                                                        ‘     \\
              .                                                                 aren                                                                          0                               \      \\
                 translucent strip roof light                            vonsc0ind       (1                                                       8     9     ‘            gee                 \  8  \\
                                                                                                                                     ;                                                           44  \
                                                                                                                                            7                        1                          \     \\
        e     - Rotary Roof Vent                                                          )       A                      4     5                                                                 \ 3¢\\
                                                                                                              2     ;                                                                             \3< \\
                                                                                                        1                                                                                         \ 4)
     Note- refer to hydraulic engineers                                                                                                                                                            |     |
     drgs for gutter and down pipe sizes,                            fenced epen                                      driveway                                                                     |     \
     details and location.                                                 °                                                                                                                       |
                                                                                                                                                           7|    16],        15        1“           ~||
     Note - refer to  engineers drgs for                                                                                                     4000              &
     floor & driveway levels                           “4     Se                                                                           “        “
                                                                                                                                            line of scs                                       |
                                                                                                                                                         ’
                                                                                         |                   r                        3 |                 +   line of awning           13
                                                                                                                                        s            2                             ~~         |
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                                                                                                                                                                                  fs        /
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                                                        i                                                                                                                      a
                                                                                   19000                   150                             27060
                                                             4                                              a                                                                  a
     Copyright
    This design Is the intellectual property of Cool Architecture                            R
    The reproduction of this documentation is not permitted                                     Oo Oo f  P | a n
    and is subject to international copyright laws.
     without prior consent.
                       COOL ARCHITECTURE                   Project:                                           Issue-Date-Iinitial-Revision             Title:                                 Drawing #:
                                                           Elaroo Pty Ltd                             \       A-05.05.14-LR-Concept Design             Roof Plan                              DD301
                                                                                  .                         | | 8-14.05.14-LR-Design Development                                                              :
                       Phone:     07   5448 8850           Proposed Industrial Dev                ‘           C-19.0514-LR-Draft DA
                      [email protected]        Lot 10/100 Rene Street                       |     Pag oadactRcinteccal leaning 2           A3 Scale:    Des: LR/GM   Project #: | Issue:
                       2A/ 35 Seaside Blvd Marcoola Q 4564 Noosaville Q                               .       a -14.1014-LR-laformation Request        1:200        Chk: GM      14.019       J
     —e                 2A 1/99 2885/08 DIVU Marcoula U 4004 | mvuveaviis wu                        i            1”                 ~  -  ~   ~ wT        1  '.e2uyu       vun. uM      trewew       -

                                                                                                                                 Page 69 of 147

Section 70

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 70 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                                       12 January 2015

           Materials & Finishes                                                                                                                                          Copyright
           abs  aluminium batten screen                                                                                                                                  This design is the intellectual property of Cool Architecture
           afd  aluminium framed auto sliding door                                                                                                                       and is subject to international copyright laws.
           afw  aluminium framed window                                                                                                                                  The reproduction of this documentation is not permitted
           awn light weight awning                                                                                                                                       without prior consent,
          bol    bollard
          crs   colorbond roof sheet - trimdek @ 3° pitch
          fg    fascia gutter
          rd    roller door
           wv   roof vents
           pef  black pve chainwire fence with 3 strands
                of barbed wire above 2.4 high
          ptp    painted tilt panel
          ptr    painted tilt panel with rebates
           sed _ solid core weatherproof external grade door
           s8c3 suspended concrete slab

                                                                                                                     p 2000 ,       8405        73300,                      15300                 , 0
                          5|                                                                                        a]   3                                                                        lF
                          vc.                                                                                       .-   ~                                                                         so.
                           5}                  1900                 ,   20,                                         s|   2                                                                        I3
                           °                                                                                        °                                                                              °
                          ‘                 =                                                                      |:                                                                             f
                            |             3° plich rool behind 7 20_,                                                -   &                                             3° lich roo behind
                            |         rv bohind       -     90, ,                                                    |   2    8m max. building height                   -                         |
                            IP—==>>ilSiscrsn--------___                                                y            |    5       FN                                _ aan - 2-222 2r tT its=======--4
          ,                                                           >=                          :                  ie                                                  ae                       7
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            38                            signage                       sos                  -   x    tg          a8                                     f
         gz        *          Je = SS SS                                           .    §}  2    ] 8    8        Ret                                 pte!                  pe
          tiie              EAM                                 Vc                aged
           pee                                                         ai                                       Pe                                                                                |
                            Dy                                                                                        yr                                 "
                                           atw           atw                                                                pet            pet

                                             Side         Elevation                                                                           Side          Elevation
                                        Eastern               Elevation                                                                   Western                Elevation
     Note - refer to engineers drgs for
     floor & driveway levels

                         COOL ARCHITECTURE                      Project:                                               Issue-Date-Initial-Revision                 Tithe:                                    Drawing #:
                                                                Elaroo Pty Ltd                                         A-05.0514-LR-Concept Design                 Side Elevations                           DD402
                                                                                                                       B-14.05.14-LR-Design Development
                         Phone:      07   5448 8850             Proposed Industrial Dev                                C-19.05.14-LR-Draft DA
                        [email protected]           Lot 10/100 Rene Street                                 to2e0014-UR Internal Planning =             A3 Scale:      Des:LR/GM    Project #: | Issue:
                        2A | 35 Seaside Blvd Marcoola Q 4564    Noosaville Q                                           3-14,1014-LR-Information Request            1:200          Chk: GM      14.019        J

                                                                                                                                          Page 70 of 147

Section 71

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 71 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                                             12 January 2015

            Materials & Finishes                                                                                                                                                 Copyright
            abs  aluminium batten screen                                                                                                                                        This design is the intellectual property of Cool Architecture
            afd  aluminium framed auto sliding door                                                                                                                              and is subject to intemational copyright laws.
            afw  aluminium framed window                                                                                                                                        The reproduction of tis documentation Is not permitted
            awn light weight awning                                                                                                                                              without prior conse
            bol  —_—bollard
           crs   colorbond roof sheet - trimdek @ 3° pitch
          fg     fascia gutter
          rd    roller door
            v   roof vents
           pef   black pvc chainwire fence with 3 strands
                 of barbed wire above 2.4 high
            ptp _ painted tilt panel
           ptr   painted tilt panel with rebates
            sed _ solid core weatherproof external grade door
            8cs   suspended concrete slab

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                                                                                                         Elevation
                                                                                                South             Elevation
      Note - refer to engineers drgs for
     floor & driveway levels

                          COOL ARCHITECTURE                        Project:                                                  Issue-Date-Initial-Revision                   Title:                                      Drawing #:
                                                                   Elaroo Pty Ltd                                            A-05.05.14-LR-Concept Design                  South    Elevation                          DD403
                                                                                                                             B-14.05.14-LR-Design Development
                          Phone:      07    5448 8850              Proposed       Industrial Dev                             C-19.05.14-LR-Dratt DA
                         [email protected]             Lot   10/100     Rene Street                              Idebate-Leclpeersal Planning                  A3Scale:       Des:LR/GM     Project #: | Issue:
                         2A/35 Seaside Blvd Marcoola Q 4564        Noosaville Q                                              J-14,.1014-LR-Information Request             1:200          Chk: GM       14.019         J

                                                                                                                                                Page 71 of 147

Section 72

GENERAL COMMITTEE MEETING AGENDA   12 January 2015




                                    Page 72 of 147

GENERAL COMMITTEE MEETING AGENDA                                                                                  12 January 2015

                                                                                                                                      $F
     RP Details                                                                                          t                        (Ax             path                                  7
     Lot 10 on $P230643                                                                         tree                      existing    ie          continues
     Site Area - 1702 m                                                                ne    Ss                           street                                               :
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     Local Authority - Noosa Council                                                                    street     {>                                             hyd    .
    Parish - Tewantin                                                                  existing  fos Ma                                                           C
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    Landscaping Required = 10.0% (170.2m?)                                                                                                                      QOOWESD        |
    Landscaping Provided = 11.8 %(210.0m?)                                                                                                                      <<} t iY ip   :
                                                                                                                                                                Oo ae         |
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                                                        OOOO i,                                                                                                    ss is           i
    [] - Existing Landscaping & Turf Areas                                                                                                                           ie         JZ
               outside boundary                                                                                                                                            is
  ES - Shared Zone with Bollard                                                                                                                        ‘                  |
 [5]         - Extent of Bio-retention Basin                                Landscaping                  Plan
                     COOL       CHITEC \)     F       Project:                                       Issue-Date-Initial-Revision          Title:                             Drawing #@:
                           AR           T R           Elaroo Pty Ltd                         \       A-05.05.14-LR-Concept Design         Landscaping Plan                   DO701
                                                                                         i        -  B-14.05.14-LR-Design Development
                     Phone: 07     5448 8850          Proposed Industrial Dev            4    '      C-19.0514-LR-Draft DA
                    [email protected]     Lot 10/100 Rene Street                   \     2oo01 4cURcloternel flanaing =       A3Scale:    Des: LR/GM Project #: | Issue:
                     2A / 35 Seaside Blvd Marcoola Q 4564 Noosaville Q                         .     J -14.10.14-LR-Information Request   1:200       Chk: GM    14.019      J

                                                                                                                    Page 72 of 147

Section 73

GENERAL COMMITTEE MEETING AGENDA                                                                  12 January 2015


5                         APPLICATION FOR BUILDING WORKS WITHIN 4.5 METRE SETBACK SITUATED AT
                          81 SHOREHAVEN DRIVE, NOOSAVILLE - RAP14/0040
DOCUMENT IN FOR MATI ON




Author                            Development Planner, Glen Conforti
                                  Planning & Infrastructure Department

Index                             ECM/Application/RAP14/0040

Attachments                       1.   Locality Plan
                                  2.   Proposal Plans



         APPLICATION DETAILS

         Applicant                            R & M McGuire

         Proposal                             Building Works within 4.5 metres canal setback

         Properly Made Date                   3 December 2014

         Information Request Date             Not Applicable

         Information Response Date            Not Applicable

         Decision Due Date                    15 January 2015

         Number of Submissions                Not Applicable


         PROPERTY DETAILS

         Property Address                     81 Shorehaven Drive, Noosaville

         RP Description                       Lot 465 RP 868304

         Land Area                            722m²

         Existing Use of Land                 Dwelling under construction


         STATUTORY DETAILS

         SEQRP Designation                    Urban Footprint

         Locality                             Noosaville

         Zone                                 Detached housing

         Overlays                             Natural Hazards Overlay – High Potential Acid Sulfate Soils
                                              Natural Hazards overlay – Flood Hazard Area

         Assessment Type                      Concurrence Agency Referral




                                                                                                    Page 73 of 147

Section 74

GENERAL COMMITTEE MEETING AGENDA                                                  12 January 2015


RECOMMENDATION
That Council note the report by the Development Planner to the General Committee Meeting
dated 12 January 2015 regarding Application No. RAP14/0040 for a Concurrence Agency
Response situated at 81 Shorehaven Drive, Noosaville and approve the application in
accordance with the following conditions:
PLANNING
     When Conditions must be Complied With
1.   Unless otherwise stated, all conditions of this Concurrence Agency Response must be
     complied with prior to the use commencing, and then compliance maintained at all times
     while the use continues.
     Approved Plans
2.   Development undertaken in accordance with this approval must generally comply with the
     approved plans of development. The approved plans are listed in the following table unless
     otherwise amended by these conditions.
      Plan No.            Rev.   Plan, prepared by                                Date
      1416Asbuilt.dwg            Asbuilt Building Location, prepared by Sight     24/11/2014
                                 Surveys

      1410 – 10           B      Elevations 3 & 4, prepared by Design to Detail   15-07-14

     Performance Bond
3.   Security in the form of a cash bond or trading bank guarantee to the sum of $2,000 must be
     submitted to Council to secure performance of all conditions of this approval. The bond
     submitted for PBA14/0018 can be used for this condition. The cash bond or trading bank
     guarantee will be returned on performance of the conditions of approval less any costs
     incurred by Council in respect of enforcing performance of this permit. Council reserves the
     right to call upon the bond or guaranteed sum to effect compliance with conditions.
     Noosa Waters Setback
4.   The land area within 4.5 metres of the revetment wall must be developed in accordance
     with the following requirements:
     a.   a minimum of 25% of the area must be planted with shrubs.
     a.   a maximum of 25% of the area must be under hard pavement and the balance must
          be turf or ground covers.
     b.   any tree species planted must not have a mature height that exceeds 3 metres.
     c.   two (2) trees of suitable species must be planted adjacent to the steel columns and
          the concrete plinths to both the eastern and western boundaries. The planted
          vegetation must have a minimum pot size of 45 litres, have a minimum spacing of
          1.5m and consist of native, endemic species with a mature height of not more than 3
          metres. The trees must be planted in accordance with Council’s Planning Scheme
          Policy PSP3 Landscaping Plants and Guidelines.
     d.   all land within 1 metre from the revetment wall must not be planted with shrubs, and
          instead must be provided with either turf or ground cover.
     e.   any side boundary fencing within 4.5 metres of the revetment wall must taper down to
          a maximum height of 1.2 metres at the revetment wall, and must have a height not
          exceeding 1.5 metres at a distance of 2.25 metres from the revetment wall.




                                                                                   Page 74 of 147

Section 75

GENERAL COMMITTEE MEETING AGENDA                                             12 January 2015


REPORT
1.    PROPOSAL
The proposal seeks approval for as constructed building works within the 4.5m setback to the
Noosa Waters canal. The encroachment consists of 4 concrete plinths, 4 steel columns
supporting the roof and a portion of the upper level timber deck of the partially constructed
dwelling. Table 1 below summarises the extent of the encroachments.

Table 1 - Summary of the encroachments

Structure                             Encroachment         Height Above Natural Ground Level
                                                           (NGL)

4 x Concrete plinths                  3 x 0.9m             2m approx.
                                      1 x 0.33m
Steel columns and roof facia          0.29m – 0.32m        6.8m – 7.8m
Lower deck                            0.10m                1.2m approx.
Upper level deck (2.5m width)         0.20m                4m approx.




Figure 3 - Plans showing the encroachment




                                                                              Page 75 of 147

Section 76

GENERAL COMMITTEE MEETING AGENDA                                                    12 January 2015




       Figure 2 - Annotated photo showing the 4.5m setback (approx.) and the columns and
       concrete plinths


2.   SITE DETAILS
2.1. Background
A Development Permit for Building Works DA 20140118 was granted by Pacific BCQ on 15 July
2014. The Approved Plans are annotated indicating that no part of the building was to encroach
into the 4.5m setback. A complaint for works under construction within the 4.5m setback area
triggered enforcement action and an application for a garden wall was submitted.

The application was a Preliminary Building Approval Assessable against the Planning Scheme
PBA14/0018 for which approval was granted for the garden wall. This application assessed the
garden wall in regard to flood storage, impacts on the revetment wall and amenity.

The applicant suggests that the subject encroachment of this current application should have
been addressed as part of PBA14/0018. Application PBA14/0018 was for a garden wall and
works subject of this application (RAP14/0040) were under construction at the time, and were
subject to a Building Approval under the jurisdiction of the Private Certifier.




                                                                                     Page 76 of 147

Section 77

GENERAL COMMITTEE MEETING AGENDA                                                12 January 2015


2.2. Site Description
The site is generally level with the typical batter from the building platform to the top of the
revetment wall seen in Noosa Waters lots that adjoin the canal system.
2.3. Surrounding Land Uses
Detached Houses and the Noosa Waters canal.
3.   ASSESSMENT
3.1. Instruments for Statutory Assessment
Under the Sustainable Planning Act 2009 the application must be assessed against each of the
following statutory planning instruments to the extent they are relevant to the development:
•    State Planning Policies;
•    the South East Queensland Regional Plan;
•    State Planning Regulatory Provisions;
•    any Structure Plan or Master Plan in place for declared areas;
•    any Preliminary Approval Overriding the Planning Scheme for the land;
•    the Planning Scheme for the local government area; and
•     any Temporary Local Planning Instrument in place for the local government area.
Of these, the statutory planning instruments relevant to this application are discussed in the
sections that follow.
3.2. State and Other Statutory Instruments
South East Queensland (SEQ) Regional Plan 2009 - 2031
The site is located within the Urban Footprint of the SEQ Regional Plan. The proposal is
consistent with the regional policies of the SEQ Regional Plan.
State Planning Regulatory Provisions
The following State Planning Regulatory Provisions apply to the application:
•    SEQ Regional Plan Regulatory Provisions
The proposal is for an urban activity within the Urban Footprint and is consistent with the SEQ
Regional Plan Regulatory Provisions
3.3. Statutory Instruments – Planning Scheme
The subject site is located in the Noosaville Locality and is zoned Detached Housing.
The application is for a Concurrence Agency Referral pursuant to Schedule 4 of the Sustainable
Planning Act 2009 which exempts dwellings from being a material change of use within the urban
or rural residential areas. In these cases a private certifier is the assessment manager not
Council, as would be the case in a normal code assessable application process where Council is
the Assessment Manager. The private certifier refers the building application to Council when
there is a non-compliance with the Acceptable Solutions of the Planning Scheme. In regard to
this application, the Building Approval has been issued but because the certificate of
classification has not been issued by the certifier the appropriate process is a Concurrence
Agency Referral.
Land Use
The setback encroachments are required to be assessed against the special provisions for
Noosa Waters in the Detached House Code and are set out below:
Specific Outcome O32 - The flood detention and amenity functions of areas adjacent to the
revetment walls within Noosa Waters Estate are retained and enhanced by ensuring—


                                                                                 Page 77 of 147

Section 78

GENERAL COMMITTEE MEETING AGENDA                                                        12 January 2015


a)    works do not protrude through a batter line of 1:4.5 measured from the centre line of the
      revetment wall;
b)      there is no additional load placed on the revetment wall;
c)      works do not pose a risk to the membrane adjoining the revetment wall;
All works are above the flood containment level except for a portion of the concrete plinths. The
total quantity of flood storage displaced by the plinths is 0.2m³. To offset the displacement, the
setback area has been re-profiled (slightly excavated). There is no net reduction of flood storage
as a result of the works within the 4.5m setback.
The applicant has provided certification from a Registered Professional Engineer of Queensland
(RPEQ) that certifies the flood storage function of the setback is not reduced and there is no
additional load on the revetment wall, nor do the works pose a risk to the membrane near the
revetment wall.
d)    the amenity of the locality is not adversely affected by the building works, filling or
      excavation works or improvements.
The plinths are approximately 2m above the natural ground level, of which the majority would be
screened by a dividing fence. The Planning Scheme allows vegetation up to 3m in height to be
planted within the setback, which when combined with the fence would effectively screen the
plinths. A condition could be imposed to ensure that mature pot sized vegetation is planted along
the boundaries which would provide immediate screening of the plinths.
The building is prominent at the setback line, given that the roof height is approximately 7.5m
above the finished ground level. The columns impede views from neighbouring properties to a
maximum width of 0.36m forward of the required setback. The face of the building is a V shape
being setback between 6m–11m from the revetment wall leaving the rear of the building an open
structure. This allows light and views through an area which could be enclosed ‘as of right’.
Figure 3 below shows annotated photos of the works that are forward of the required setback and
the area that could be enclosed.




Figure 3 - The extent of encroachment. Red shaded - area that could be enclosed may be enclosed.


                                                                                          Page 78 of 147

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