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Unity Water Decision Notice Package 2023022875S0 - ACP - 41 Picture Point Cres Noosa Heads - · RAL22/0021

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Heidi Meyer and Kim Carroll
C/- Covey Associates Pty Ltd
PO Box 16 Maroochydore
QLD 4558

[email protected]

15/05/2023

Dear Chris Camp,

RE:          Unitywater Application No.:                     2023022875S0 - ACP
             Development Estate Name:                        41 Picture Point Cres

The Unitywater Decision Notice (Approval) for the referenced application is attached.

General information about the connection process is also available at www.unitywater.com.

If you have any queries about the application, please contact Unitywater by email at
[email protected] or by phone on 1300 0 UNITY (1300 086 489).



Yours sincerely,




Development Certification Team
Unitywater




A&C - Decision Notice Template – Connection Approval                                                                    Page 1 of 14
Document No: F10716        Revision No: 7         Last Review Date: 10/01/2022 (Minor amend 23/02/2023)   Next Review Date: 10/01/2024
Full text of sections 2 to 23 (of 34)

Section 2

                                                                                                                              Head Office:
                                                                                                              Ground Floor, 33 King Street
                                                                                                                     Caboolture QLD 4510
                                                                                                                         Mailing Address
                                                                                                         PO Box 953, Caboolture QLD 4510
                                                                                                             1300 0 UNITY (1300 086 489)
                                                                                                                    www.unitywater.com
                                                                                                                         ABN: 89 791 717 472




                                             DECISION NOTICE
             South-East Queensland Water (Distribution and Retail Restructuring) Act 2009

                                                        Application Details
    Connection Application No.:               2023022875S0 - ACP
    Street Address:                           41 Picture Point Cres Noosa Heads QLD 4567
    Property Description(s):                  Lot 2 RP220514
    Local Government Area:                    Noosa Shire Council

                                                         Decision Details
    Decision:                                 Approval
    Decision Date:                            15/05/2023
    Accredited Entity:                        Covey Associates Pty Ltd ACR/AE2018-016
    Registered Certifier:                     Shane Rynne - ACR/MAJ 2020-113
    Certifier Category:                       Major Connections Certifier
    Approval Phase:                           Connection Approval
    Approval Type:                            New Connection
    Cross-Connection Hazard:                  Not Applicable, connections are only residential single dwelling lots with
                                              standard metered services (Low hazard).


    Fire Service:                             Not Applicable, connections are only residential single dwelling lots with
                                              standard metered services.


    Description:                              Connection Approval and Maximum Demand Allocation for
                                              Proposed Reconfiguration of a Lot (1 into 2 lots);
                                              Connection of Lots to Water Supply and Sewerage Networks – metered
                                              water services and sewerage property connections
    Attachments:                              As referenced in the Table of Approved Documents and Drawings
                                              and the Table of Documents and Drawings for Information Only.




A&C - Decision Notice Template – Connection Approvals                                                                         Page 2 of 14
Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)          Next Review Date: 10/01/2024

Section 3

                                                            Conditions
a) 1. Connection Approval Conditions                                                                      Timing

   This water approval authorises and is limited to connection of network infrastructure and property
   services infrastructure at Lot 2 RP220514 to Unitywater’s network infrastructure, and where relevant,
   the establishment of water supply and sewerage network works infrastructure, subject to the following
   conditions.

     1.01b) When approval lapses
          c) This water approval lapses if the connection is not completed within                         At all times.
             4 years after the date of this water approval.
   Note: Any works, which directly or indirectly impact existing Unitywater Network Infrastructure
   or Assets, that are not identified within this connection approval, may be subject to other
   Unitywater approvals and may require, for example, a Planned Network Intervention (PNI)
   Application or a Private Works Application for supervision of works. It is the Applicant’s
   responsibility to identify all such Network Infrastructure and Assets and obtain Unitywater
   approval prior to commencement of any such works.
     1.05       Connection(s) to Unitywater water supply or sewerage network(s)
                Submit a request to Unitywater for Private Works to perform the                           After payment of the
                necessary water supply or sewerage live works network                                     applicable
                connection(s) for the development.                                                        infrastructure
                Note 1: Connections to the water supply network may only be                               charges and
                carried out by Unitywater Private Works, or its authorised                                payment of
                representatives, at the developer’s expense.                                              Unitywater Private
                                                                                                          Works’ quotation for
                Note 2: Unitywater will not carry out the network connection works
                                                                                                          the live works.
                unless it is satisfied that all necessary approvals have been obtained
                and relevant payments of infrastructure charges have been made.
                Note 3: Works on, or in close proximity to, existing Unitywater
                infrastructure require consultation with Unitywater Private Works
                prior to commencement of construction. Private Works shall be
                contacted (allow a minimum of five working days for processing)
                prior to commencing work. The requirement for a Planned Network
                Intervention (PNI) application will require additional processing time.
                This condition is imposed under section 99BRDJ of the South-East
                Queensland Water (Distribution and Retail Restructuring) Act 2009.
                Advice: Connections to the existing Unitywater sewerage network
                may be carried out in accordance with section 5.7.1 of the
                Accreditation and Certification Manual.
     1.06       Approved maximum demand allocation
                Do not exceed the following maximum demand allocation for this                            To be maintained at
                development:                                                                              all times.
                 Water Supply: 4.58 EPW (Equivalent Persons,
                 Water)
                 Sewerage: 4.58 EPS (Equivalent Persons,
                 Sewerage)
                 2 Lots x 2.29EP/Lot (2016 ABS Census SA2 Catchment Name:
                 Noosa Heads; Detached Dwelling) = 4.58 EP
                 [Netserv Plan Part A, Appendix B – Schedule of Works, Table
                 1 - Conversion Factors for Detached and Attached Dwellings]
                Where the demand is determined in accordance with:

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 Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)     Next Review Date: 10/01/2024

Section 4

               •   Netserv Plan Part A Appendix A Connections Policy;
               •   Netserv Plan Part A Appendix B – Schedule of Works;
               •   the South East Queensland Water Supply and Sewerage Design
                   and Construction Code; and
               • the Network Demand Assessment as listed in the Table of
                   Approved Documents and Drawings.
               This condition is imposed under section 99BRDJ of the South-East
               Queensland Water (Distribution and Retail Restructuring) Act 2009.
               Advice: If the use is intended to change and result in a higher
               demand for the connection, the property owner must submit an
               amendment request or make a separate connection application to
               Unitywater and obtain approval for any increased demand to
               Unitywater’s water supply and sewerage networks.
    1.07d) Cost for existing infrastructure alterations or relocations
               Carry out any change to Unitywater’s existing infrastructure                              At all times during
               authorised by this approval at no cost to Unitywater.                                     construction and
                                                                                                         until works are
                                                                                                         accepted ‘Off-
                                                                                                         Maintenance’.
    1.08       Easements
              Provide easements over water supply mains, sewerage gravity                                Prior to the
              mains and rising mains:                                                                    connection to
              a) in accordance with the South East Queensland Water Supply                               Unitywater network.
                   and Sewerage Design and Construction Code; and
              b) with Unitywater’s most current registered dealing held by the
                   State Department of Natural Resources, Mines and Energy
                   without alteration or amendment.
              This condition is imposed under section 99BRDJ of the South-East
              Queensland Water (Distribution and Retail Restructuring) Act 2009.
              Metered water service connection points – existing mains
    1.22
              (Reconfiguring a Lot)
              Provide water service connection points as follows:                                        a) Prior to the works
                                                                                                            being carried out.
              a) For each proposed lot fronting the existing Unitywater water
                  supply asset, which is required to be serviced from that existing                      b) Prior to the works
                  water supply asset, submit an approved plan to Unitywater’s                               being carried out
                  Private Works section and obtain a quote for Unitywater to install                        and prior to the
                  individual metered water service(s).                                                      issue of the
              b) Pay Unitywater, as specified in Unitywater’s Private Works                                 Certificate of
                  quotation, to carry out the installation of individual metered water                      Completion.
                  service(s).
              c) For all other proposed lots – construct and install individual
                  metered water service/s.
              Note: Where the development is subject to payment of Infrastructure
              Contributions prior to property service connection, evidence of
              payment of Infrastructure Charges must be provided to Unitywater’s
              Private Works section prior to the installation of the metered service
              connection works. Unitywater will install the water service(s) within 20
              business days after the payment of the Infrastructure Charges.
              This condition is imposed under section 99BRDJ of the South-East
              Queensland Water (Distribution and Retail Restructuring) Act 2009.




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Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)     Next Review Date: 10/01/2024

Section 5

    1.24a) Certification of water service – Reconfiguring a Lot
               Provide a registered surveyor’s certification that the service point(s)                   Prior to the issue of
               and meter(s) to an existing building, that will remain after                              the Certificate of
               reconfiguration of the lot, will be located wholly within the frontage of                 Completion.
               the lot containing the existing building after the reconfiguration has
               occurred.
               Note: Appropriate Council permits shall be obtained for any
               alteration to internal premises main pipe-work. The developer is
               responsible for all costs associated with the relocation or alteration to
               any existing internal service/s. This includes payment to Unitywater
               for the installation of new or relocation of existing metered water
               services if required.

               Sewerage reticulation – Reconfiguring a Lot (residential and non-
    1.40
               residential)
               a) Provide reticulated sewerage to all lots within the development,                       a) Prior to the issue
                  including a property connection to each lot and connection(s) to                          of the Certificate
                  Unitywater’s existing sewerage network in accordance with                                 of Completion.
                  Unitywater’s Connections Policy and the South East Queensland                          b) Prior to the
                  Water Supply and Sewerage Design and Construction Code.                                   commencement
               b) Compile, submit and obtain approval for engineering drawings                              of the works.
                  and specifications detailing the works required by condition                           c) At the time the
                  1.40a).                                                                                   works are carried
               c) The developer must pay all costs associated with the connection,                          out.
                  inspection and acceptance of the proposed works.
               This condition is imposed under section 99BRDJ of the South-East
               Queensland Water (Distribution and Retail Restructuring) Act 2009.

    1.46       Relocate or re-align sewerage main
               Relocate or re-align the existing 150 mm diameter sewerage main                           Prior to connection
               from the eastern boundary of 41 Picture Point Cres through to the                         to the Unitywater
               existing maintenance hole adjacent to the northwestern boundary of                        network.
               37 Picture Point Cres.
               This condition is imposed under section 99BRDJ of the South-East
               Queensland Water (Distribution and Retail Restructuring) Act 2009.
    1.48       Connect existing dwelling to sewerage
               Connect the existing dwellings on Lot 1 RP2220514 and Lot 3                               Prior to the issue of
               SP265108 to Unitywater’s sewerage network.                                                the Certificate of
               This condition is imposed under section 99BRDJ of the South-East                          Completion.
               Queensland Water (Distribution and Retail Restructuring) Act 2009.
               Advice: Changes to property plumbing will require the Applicant to
               make a plumbing application to the relevant Council.




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Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)     Next Review Date: 10/01/2024

Section 6

    1.50       Building over and adjacent to Unitywater asset (BOAA)
               Obtain a referral response approval (Queensland Development                               Prior to the
               Code, MP 1.4 – Building over or near relevant infrastructure) for any                     commencement of
               building or structure to be built within proximity of Unitywater                          any works for that
               ‘relevant infrastructure’ traversing the site.                                            building or structure.
               Note: ‘Relevant infrastructure’ is as defined in the Queensland
               Development Code, MP 1.4 – Building over or near relevant
               infrastructure.

                                                        Advisory Notes
 3. Advisory Notes
    3.01       Infrastructure charges
               Payment of Levied Charges is required in accordance with Unitywater’s Infrastructure
               Charges for water supply and sewerage.
               Unitywater may give the Applicant an Infrastructure Charges Notice within 10 business days
               after the giving of a Decision Notice that includes a Connection Approval aspect.
               From 1 July 2014, all Infrastructure Charges for water supply and sewerage infrastructure
               networks controlled by Unitywater, regardless of when the Infrastructure Charges Notice was
               issued, shall be paid directly to Unitywater.
    3.02       Works in roads
               Where works associated with the Connection Application results in works to be carried out in
               a publicly controlled place, e.g. roads, it is the Applicant’s responsibility to gain the
               necessary approvals from the relevant authority e.g. council, Department of Transport and
               Main Roads. It is the Applicant’s responsibility to ensure that it has all necessary consents
               and approvals to carry out any works in a publicly controlled place prior to starting any such
               works.
               The approval for works in roads must be attached to the Request for Pre-start Meeting form.
    3.03       State Assessment and Referral Agency (SARA)
               This approval relates to Connection Application requiring approval under the South-East
               Queensland Water (Distribution and Retail Restructuring) Act 2009 only. It is the Applicant’s
               responsibility to ensure any works requiring approval/s under the Planning Act 2016 (Qld)
               are obtained from State Assessment and Referral Agency (SARA) prior to the request for a
               Pre-start Meeting.




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Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)     Next Review Date: 10/01/2024

Section 7

               Use limitations for private fire hydrant booster pumps directly connected to Unitywater’s
    3.04
               water supply network
               Unless permitted by this water approval, the use of private pressure boosting pumps for fire
               flow purposes that are proposed to connect directly to Unitywater’s water supply mains may
               not be permitted by Unitywater. Enquire with Unitywater’s Development Services team prior
               to lodging a connection approval application to ascertain the appropriate requirements in
               relation to a proposal to directly connect pressure boosting pumps to the water supply
               network.
               Unitywater does not take any responsibility for the performance of the water supply network
               required by the Developer in its demonstration of compliance with QFES standards for
               building fire protection installations including, but not limited to, a fire brigade booster
               assembly or a fire hydrant pumpset connected to an internal and external(onsite) fire
               hydrant system.
               Instead, this is the responsibility of the Developer and its representatives, such as a
               (suitably experienced and qualified) fire and hydraulic consulting engineer.
               To assist the Developer and its representatives in its determination of suitability of the
               proposed direct fire pumpset connection and fire hydrant system to meet QFES
               requirements, Unitywater offers a service that provides outputs of modelled network
               performance at the site property boundary. A link to ‘Application for Hydraulic Model
               Pressure and Flow Information - F8578 ‘ can be found on Unitywater’s webpage:
               https://www.unitywater.com/faults-and-emergencies/water-supply-problems/water-pressure-
               issues.
    3.06       Level of service
               The Water and Sewerage Services Code for Small Customers in South East Queensland
               and the Unitywater’s Customer Service Standard specify the level of service for Unitywater’s
               water supply and sewerage services.

    3.07       Other services
               It is the Applicant’s responsibility to acquire the necessary approvals from the relevant
               authority or service provider to alter or relocate their service.

    3.08       Other approval requirements and compliance with all laws
               This approval only authorises the connection to Unitywater’s infrastructure. This approval
               does not remove the need for other approvals in order to carry out the necessary work for
               the development.
               For example, the Applicant should consider the need to comply with relevant standards and
               obtain approvals for impacts arising from sediment and erosion control, flora and fauna and
               traffic/roads, including traffic management etc.
               The Applicant is responsible for obtaining all necessary approvals for its development and
               complying with all laws including all environmental laws.
    3.10       No works authorised
               The applicant is not to carry out property infrastructure works or network works that are not
               approved by Unitywater, until after the necessary phase of water approval is granted.

    3.11       Design and construction
               Prior to network works approval, any water supply and sewerage works must be designed in
               accordance with the South East Queensland Water Supply and Sewerage Design and
               Construction Code, Unitywater’s Connections Administration Manual, or Unitywater’s
               Accreditation and Certification Manual, and any other matter Unitywater considers to be
               relevant to the connection or establishment of its water services or sewerage services.


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Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)   Next Review Date: 10/01/2024

Section 8

    3.13       Third party property
               If any infrastructure authorised by this approval is to be constructed on property that is not
               owned or controlled by the Applicant, it is the Applicant’s or developer’s responsibility to gain
               the necessary consents to install that infrastructure.
    3.14       Errors and omissions
               This approval shall not be taken to mean that the drawings have been checked in detail,
               Unitywater accepts no responsibility whatsoever for the survey information, the design, or
               for the accuracy of any information or detail contained in the drawings and specifications.
               Where errors or omissions occur in the design drawings or specifications, or where works do
               not conform to or meet Unitywater standards, the Applicant shall be responsible for
               arranging rectification to comply with those standards at no cost to Unitywater.
               Where approved drawings contain insufficient detail, or do not contain details of works that
               are either necessary or associated with the development then these works shall be
               designed, approved and constructed to Unitywater standards, as required by Unitywater.
               Unitywater reserves the right to request amendment of the approved drawings or request
               further information should this become necessary. Only the approved drawings shall be
               used for construction.
    3.15       Existing water meter(s)
               The Applicant is advised that if the existing water meter currently serving the property will no
               longer be required, an application (Standard Connection Application Request) must be
               made to Unitywater to disconnect the meter.
               A fee is applicable for the disconnection of services.
               Refer to Unitywater Fees and Charges schedule at: Pricing, fees and charges.
    3.17       Internal Review and Appeal Rights
               You have a right to apply for an internal review of the decision including the conditions
               attached to this decision. Under the South-East Queensland Water (Distribution and Retail
               Restructuring) Act 2009 an appeal against a decision must be, in the first instance, by way of
               an application for internal review.
               The attached information sheet provides information about the internal review and appeal
               processes, including how to apply and the details of the information required to be submitted
               with your application.
               Please note that any application for an internal review of this decision must be made within
               30 business days after the date the application was decided (see Decision Details on Page
               1).
               It is advised that prior to the submission of a formal application for internal review, the
               applicant should contact the responsible Unitywater officer to discuss the issues of concern.
               This can be done by emailing [email protected] and it needs to be made
               clear in the email content that this initial enquiry is not a formal application for internal review,
               but instead is a preliminary enquiry to discuss issues that have been conditioned in the
               Unitywater Decision Notice and/or Infrastructure Charges Notice. The Unitywater officer and
               Development Services may consider changes to the Decision Notice and/or Infrastructure
               Charges Notice without the need of an Internal Review. This preliminary enquiry and
               consultation does not have an effect on the 30 business days of the ‘decision period’ and if
               the issue cannot be resolved within this time, the only recourse of Internal Review is as
               explained in the process above.




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Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)   Next Review Date: 10/01/2024

Section 9

                                            Approved Documents and Drawings
  The approved documents and drawings for this decision notice are listed in the following table.

 Table of Approved Documents and Drawings
  Document / Drawing No.
                                               Document / Drawing Title                          Prepared by               Date
       - (Revision)
 Network Demand Assessment

                                                                                                    Covey
                  -                    Network Demand Assessment                                                      21/03/2023
                                                                                                  Associates

 Development Plans

         2200853-01 (C)                Proposed Reconfiguration Plan                            AXIS Surveys          08/12/2022

 Civil Design Drawings

                                                                                                    Covey
        213029 C400 (C)                Sewer and Water Connection Plan                                                30/03/2023
                                                                                                  Associates

 Statement of Alternative Solutions

                                       A&C - Statement of Alternative                               Covey
                  -                                                                                                   17/04/2023
                                       Solutions                                                  Associates


    Yours sincerely,

    Development Certification
    Unitywater




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Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)         Next Review Date: 10/01/2024

Section 10

    INFORMATION SHEET – REVIEWS AND APPEAL PROCESS
    Division 1 Preliminary
    99BRAW Meaning of interested person and original decision
    (1) An interested person for this part is an applicant under this chapter who—
    (a) has been given a decision notice; or
    (b) if the period during which the application was required to be decided under the relevant connections policy has
    expired—has not been given a decision notice; or
    (c) has had 1 or more of the following charges levied for a connection, other than for a standard connection—
    (i) a connection charge;
    (ii) a property service works charge;
    (iii) a charge under an infrastructure charges notice; or
    (d) has been given a notice under section 99BRDG about a conversion application, or there is a deemed refusal for
    the application.
    (2) Each of the following is an original decision—
    (a) the decision or action for which a decision notice was given (an approval decision);
    (b) if the period during which an application was required to be decided under the connections policy has expired—
    the failure to give a decision notice for the application (a failure to decide);
    (c) the decision to levy a charge for a connection mentioned in subsection (1)(c)(i) or (ii) (a charge decision);
    (d) the decision to give an infrastructure charges notice;
    (e) the refusal or deemed refusal of a conversion application (a conversion decision).
    (3) However, for an original decision under subsection (2)(a), an interested person cannot appeal a water approval
    condition that became a condition under section 99BRAM.
    99BRAX Other definitions for pt 4 In this part—
    charge decision see section 99BRAW(2)(c).
    conversion decision see section 99BRAW(2)(e).
    deemed refusal, for a conversion application, means a refusal of the application that is taken to have happened if a
    decision is not made within the required period for the application.
    required period, for a conversion application, see section 99BRDF(6).
    standard appeal period, for an appeal under division 3 or 4, means—
    (a) if the notice for the review decision is given to the interested person—within 20 business days after the notice was
    given; and
    (b) otherwise—within 20 business days after the review decision is taken to have been made under section
    99BRBC(4).
    Division 2 Internal reviews
    99BRAY Appeal process starts with internal review
    An appeal of an original decision, other than an appeal against a compliance notice, must be, in the first instance, by
    way of an application for internal review.
    99BRAZ Who may apply for review
    (1) An interested person for an original decision may apply for an internal review of the decision (an internal review
    application).
    (2) An internal review application may be made only to the chief executive officer of the relevant distributor-retailer
    (the reviewer).
    99BRBA Requirements for making internal review application
    An internal review application must be—
    (a) accompanied by a statement of the grounds on which the applicant seeks the review of the decision; and
    (b) supported by enough information to enable the reviewer to decide the application; and
    (c) made within 30 business days after the day—
    (i) for a failure to decide or a deemed refusal of a conversion application—the relevant decision was required to be
    made; or
    (ii) otherwise—the original decision is made.
    99BRBB Review decision
    (1) The reviewer must, within the review decision period—
    (a) review the original decision the subject of the application; and
    (b) make a decision (the review decision) to—
    (i) confirm the original decision; or
    (ii) amend the original decision; or
    (iii) substitute another decision for the original decision.
    (2) The application must not be dealt with by—

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Section 11

    (a) the person who made the original decision; or
    (b) a person in a less senior office than the person who made the original decision.

    (3) Subsection (2)—
    (a) applies despite the Acts Interpretation Act 1954, section 27A; and
    (b) does not apply to an original decision made by the chief executive officer.
    (4) If the review decision confirms the original decision, for the purpose of an appeal, the original decision is taken to
    be the review decision.
    (5) If the review decision amends the original decision, for the purpose of an appeal, the original decision as amended
    is taken to be the review decision.
    (6) In this section— review decision period means—
    (a) 15 business days after receiving an internal review application; or
    (b) another period agreed to between the distributor-retailer and the applicant.
    99BRBC Notice of review decision
    (1) The reviewer must, within 5 business days after the review decision period ends, give the applicant notice of the
    review decision (a review notice).
    (2) The review notice must state the reasons for the review decision.
    (3) If the review decision is not the decision sought by the applicant, the notice must also state the applicant may,
    within 20 business days after the review notice is given—
    (a) appeal against the decision to a building and development committee; or
    (b) appeal against the decision to the Planning and Environment Court.
    (4) If the reviewer does not comply with subsection (1), the reviewer is taken to have made a decision confirming the
    original decision.
    99BRBD Internal review stops particular actions
    (1) If an internal review is started under this division, any work under a water approval must not be started until the
    review is decided or withdrawn.
    (2) Despite subsection (1), if the reviewer is satisfied the outcome of the review would not be affected if the work is
    started before the review is decided, the reviewer may allow the work to start before the review is decided.
    Division 3 Appeals to a building and development committee
    99BRBE Appeals about applications for connections—general
    (1) This section applies to an applicant for a connection if—
    (a) for the application for a connection, the land to which the connection relates is subject to a development application
    mentioned in the Planning Act, section 519 or 522; and
    (b) the applicant applied for internal review of an approval decision or failure to decide; and
    (c) the review decision is not the decision sought by the applicant.
    (2) The applicant may appeal to a building and development committee against any of the following—
    (a) a refusal, or an approval in part, of an application;
    (b) a water approval condition;
    (c) another matter stated in the approval.
    (3) The appeal must be started within the standard appeal period.
    99BRBF Appeals about applications for connections—particular charges
    (1) This section applies to an applicant for a connection if—
    (a) the applicant applied for internal review of a charge decision or a decision to give an infrastructure charges notice;
    and
    (b) the review decision is not the decision sought by the applicant.
    (2) The applicant may appeal to a building and development committee about the review decision.
    (3) The appeal may be made only on 1 or more of the following grounds—
    (a) the decision involved an error relating to the application of the relevant charge;
    (b) if the decision is the giving of an infrastructure charges notice—
    (i) the decision involved an error relating to—
    (A) the working out, for section 99BRCJ, of additional demand; or
    (B) an offset or refund; or
    (ii) there was no decision about an offset or refund; or
    (iii) if the infrastructure charges notice states a refund will be given—the timing for giving the refund.
    (4) To remove any doubt, it is declared that the appeal must not be about—

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Section 12

    (a) the relevant charge itself; or
    (b) for a decision about an offset or refund for an infrastructure charges notice—
    (i) the establishment cost of infrastructure identified in the distributor-retailer’s water netserv plan; or
    (ii) the cost of infrastructure decided using the method included in the distributor-retailer’s infrastructure charges
    schedule.
    (5) The appeal must be started within the standard appeal period.
    99BRBFA Appeals against refusal of conversion application
    (1) This section applies to an applicant for a conversion application if—
    (a) the applicant applied for internal review of the conversion decision; and
    (b) the review decision is not the decision sought by the applicant.
    (2) The applicant may appeal to a building and development committee against the review decision.
    (3) The appeal must be started within the standard appeal period.
    99BRBG Application of relevant committee appeal provisions
    (1) The relevant committee appeal provisions apply, with any necessary changes, to an appeal under this division as
    if a reference in the provisions to—
    (a) an assessment manager were a reference to the distributor-retailer; and
    (b) a development application were a reference to the application for the water approval; and
    (c) a development approval were a reference to a water approval; and
    (d) an appeal under the Planning Act were an appeal under this Act; and
    (e) an infrastructure charges notice under the Planning Act were an infrastructure charges notice under this Act; and
    (f) the period required under the Planning Act for lodging a document to start proceedings were a reference to the
    period required under this Act for lodging a document to start proceedings.
    (2) In this section— relevant committee appeal provisions means—
    (a) the Planning Act, sections 536 to 537, 554 to 563, 564 (other than section 564(2)(d) and (e), 567, 569 and 569A;
    and
    (b) any definitions under that Act relevant to the sections mentioned in paragraph (a).
    99BRBH Notice of appeal
    (1) This section applies to an appeal under this division.
    (2) The registrar of building and development committees must, within 10 business days after the day the appeal is
    started, give written notice of an appeal under this division to the distributor-retailer.
    (3) The notice must state the grounds of the appeal.
    99BRBI Respondent for appeals
    (1) This section applies to an appeal under this division.
    (2) The distributor-retailer is the respondent for the appeal and may be heard in the appeal as a party to the appeal.
    99BRBJ Who must prove case for appeals
    In an appeal by the applicant under this division, it is for the applicant to establish that the appeal should be upheld.
    99BRBK Registrar must ask distributor-retailer for material in particular proceedings
    (1) This section applies to an appeal under—
    (a) section 99BRBE if the applicant applied for internal review of a failure to decide; or
    (b) section 99BRBFA if the applicant applied for internal review of a deemed refusal of a conversion application.
    (2) The registrar of building and development committees must ask the distributor-retailer to give the registrar—
    (a) all material, including plans and specifications, relevant to the application; and
    (b) a statement of the reasons the distributor-retailer had not decided the application during the period for deciding
    the application; and
    (c) any other information the registrar requires.
    (3) The distributor-retailer must give the material mentioned in subsection (2) within 10 business days after the day
    the registrar asks for the material.
    99BRBL Lodging appeal stops particular actions
    (1) If an appeal is started under this division, any work under a water approval must not be started until the appeal is
    decided or withdrawn.
    (2) Despite subsection (1), if the building and development committee is satisfied the outcome of the appeal would
    not be affected if the work is started before the appeal is decided, the committee may allow the work to start before
    the appeal is decided.



A&C - Decision Notice Template – Connection Approvals                                                                 Page 12 of 14
Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)   Next Review Date: 10/01/2024

Section 13

    99BRBM Appeals may be combined with appeals under the Planning Act
    (1) This section applies if—
    (a) an appeal is started under this division; and
    (b) an appeal is started under the Planning Act for a development application mentioned in section 99BRBE.
    (2) The appeal under this division may be combined and heard with the appeal under the Planning Act.
    Division 4 Appeals to the Planning and Environment Court
    99BRBN Appeals about applications for connections—general
    (1) This section applies to an applicant for a connection if—
    (a) the applicant applied for internal review of an approval decision or failure to decide; and
    (b) the review decision is not the decision sought by the applicant.
    (2) The applicant may appeal against the review decision to the Planning and Environment Court.
    (3) The appeal must be started within the standard appeal period.
    99BRBO Appeals about applications for connections—particular charges
    (1) This section applies to an applicant for a connection if—
    (a) the applicant applied for internal review of a charge decision or a decision to give an infrastructure charges notice;
    and
    (b) the review decision is not the decision sought by the applicant.
    (2) The applicant may appeal against the review decision to the Planning and Environment Court.
    (3) An appeal under this section may be made only on 1 or more of the following grounds—
    (a) the charge imposed by the distributor-retailer is so unreasonable that no reasonable distributor-retailer could have
    imposed it;
    (b) the decision involved an error relating to the application of the relevant charge;
    (c) if the decision is the giving of an infrastructure charges notice—
    (i) the decision involved an error relating to—
    (A) the working out, for section 99BRCJ, of additional demand; or
    (B) an offset or refund; or
    (ii) there was no decision about an offset or refund; or
    (iii) if the infrastructure charges notice states a refund will be given—the timing for giving the refund.
    (4) To remove any doubt, it is declared that the appeal must not be about—
    (a) the relevant charge itself; or
    (b) for a decision about an offset or refund for an infrastructure charges notice—
    (i) the establishment cost of infrastructure identified in the distributor-retailer’s water netserv plan; or
    (ii) the cost of infrastructure decided using the method included in the distributor-retailer’s infrastructure charges
    schedule.
    (5) The appeal must be started within the standard appeal period.
    99BRBOA Appeals against refusal of conversion application
    (1) This section applies to an applicant for a conversion application if—
    (a) the applicant applied for internal review of the conversion decision; and
    (b) the review decision is not the decision sought by the applicant.
    (2) The applicant may appeal to the Planning and Environment Court against the review decision.
    (3) The appeal must be started within the standard appeal period.
    99BRBP Appeals about water connection compliance notices
    (1) This section applies if a person is given a compliance notice.
    (2) The person may appeal against the decision to the Planning and Environment Court.
    (3) The appeal must be started within 20 business days after the water connection compliance notice is given to the
    person.
    99BRBQ Application of relevant court provisions
    (1) The relevant court appeal provisions apply, with any necessary changes, to an appeal under this division as if a
    reference in the provisions to—
    (a) an appellant were a reference to the applicant; and
    (b) a respondent were a reference to the distributor-retailer; and
    (c) a development application were a reference to the application for the water approval; and
    (d) a development approval were a reference to the water approval; and
    (e) an appeal under the Planning Act were an appeal under this Act; and
    (f) an enforcement notice were a water connection compliance notice.

A&C - Decision Notice Template – Connection Approvals                                                                 Page 13 of 14
Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)   Next Review Date: 10/01/2024

Section 14

    (2) In this section— relevant court appeal provisions means—
    (a) the Planning Act, chapter 7, part 1, divisions 11 to 13 other than sections 482 to 490, 493 and 495 (3) to (5); and
    (b) any definitions under that Act relevant to the provisions mentioned in paragraph (a).
    99BRBR Notice of appeal to other parties
    (1) The applicant must give notice of the appeal to the distributor-retailer.
    (2) The notice must be given within 10 business days after the appeal is started.
    (3) The notice must state the grounds of the appeal.
    99BRBS Stay of operation of water connection compliance notice
    (1) If the applicant gives a notice of appeal about a water connection compliance notice, the operation of the
    compliance notice is stayed until the earliest of the following to happen—
    (a) the Planning and Environment Court, on the application of the distributor-retailer, decides otherwise;
    (b) the appeal is withdrawn;
    (c) the appeal is dismissed.
    (2) However, subsection (1) does not apply if the compliance notice is about—
    (a) a work, if the water connection compliance notice states the entity believes the work is a danger to persons or a
    risk to public health; or
    (b) stopping the demolition of a work; or
    (c) clearing vegetation on freehold land; or
    (d) the removal of quarry material allocated under the Water Act 2000; or
    (e) extracting clay, gravel, rock, sand or soil, not mentioned in paragraph (d), from Queensland waters; or
    (f) works the assessing authority reasonably believes is causing erosion or sedimentation; or
    (g) works the assessing authority reasonably believes is causing an environmental nuisance; or
    (h) action required to stop damage or further damage to the distributor-retailer’s water infrastructure.
    99BRBT Respondent for appeals
    The distributor-retailer is the respondent for the appeal and may be heard in the appeal as a party to the appeal.
    99BRBU Who must prove case for appeals
    In an appeal by the applicant under this division, it is for the applicant to establish that the appeal should be upheld.
    99BRBV Lodging appeal stops particular actions
    (1) If an appeal, other than an appeal under section 99BRBP, is started under this division, any work under a water
    approval must not be started until the appeal is decided or withdrawn.
    (2) Despite subsection (1), if the Planning and Environment Court is satisfied the outcome of the appeal would not be
    affected if the work is started before the appeal is decided, the court may allow the work to start before the appeal is
    decided.
    99BRBW Appeals may be combined with appeals under the Planning Act
    (1) This section applies if—
    (a) an appeal is started under this division; and
    (b) an appeal is started under the Planning Act for a development application which relates to land the subject of the
    application of a water approval.
    (2) The appeal under this division may be combined and heard with the appeal under the Planning Act.


    FOR MORE INFORMATION OR THE LATEST VERSION PLEASE REFER TO:

    South-East Queensland Water (Distribution and Retail Restructuring) Act 2009




A&C - Decision Notice Template – Connection Approvals                                                                 Page 14 of 14
Document No: F10716        Revision No: 7        Last Review Date: 10/01/2022 (Minor amend 23/02/2023)   Next Review Date: 10/01/2024

Section 15

ZZZ A&C - Network Demand Assessment (Pilot Version
1)
Privacy Statement - Any personal information provided in this document will be collected, used and
disclosed in accordance with Unitywater’s Information Privacy Policy available on the Unitywater website.

How to name your files and attachments:

To assist Unitywater in processing submissions efficiently, it is advised that supporting document file
names are titled in accordance with the convention as presented in reference document A&C
Recommended Document Filing Name Convention, available for use on Submit a Certification Package
webpage, under the Pre-requisite and pre-lodgement advice (Certifiers only) banner.

When completed please attach the generated PDF of this Network Demand Assessment to you Accredited
Certified Package Submission.

Use of this form by Registered Certifiers to generate a Network Demand Assessment record.

This Network Demand Assessment form must be produced by a Major or Minor Connections Certifier in
accordance with requirements of Unitywater Accreditation and Certification Manual as a record of
assessment.
The form requires entry by the Certifier of information specific to the development and existing network
under subheadings:

1. Network Fire Fighting Demand Assessment
2. Proposed Network Demand
3. Planned Network Demand
4. Network Demand Assessment

The Network Demand Assessment should in most cases demonstrate that Proposed Network Demand
does not exceed Planned Network Demand.

Any exceptions to this outcome must be agreed to in writing by Unitywater Network Planning. To obtain
Network Planning advice, use pre-lodgement advice 'A&C Eligibility Request - Exceeding Unitywater
Planning Assumptions (online form)'.

If unsure what the applicable Minimum Standard of Service for Fire Fighting is for the network where the
development is proposed, please request this information using the online application form F8578 -
 Application for Hydraulic Model Pressure and Flow Information.

Existing Approval Details:
Document Reference No.

Section 16

Assigned by Registered Certifier


Property Details:
Property Address.
41 Picture Point Cres
Registered Certifier to add details

Real Property Description(s).
Lot 2 RP220514
e.g. Lot 123 on SP456789 Registered Certifier to add details

Project Details.
1 into 2 reconfiguration of a lot.
Registered Certifier to add project details


Registered Certifier Details:
Name.                                         Registration No.
Shane Rynne                                   ACR/MAJ 2020-113

[email protected]

Land Use Category (select multiple Categories if applicable).
 Schedule 2 for RAL  Schedule 3 for MCU

You have indicated Schedule 2 for RAL, please supply details.
Current land use = DwellHouse

For multiple land uses, identify land use for which the greatest Minimum Standard of Service, Fire Fighting
will apply.

Proposed Type of Land Use, Minimum Standard of Service, Fire Fighting.
Urban Detached/Attached Residential (≤ 3 storeys) - 15 L/s for 2hrs w background Demand

Existing Network, Minimum Standard of Service, Fire Fighting.
Urban Detached/Attached Residential (≤ 3 storeys) - 15 L/s for 2hrs w background Demand

Please supply any additional information .

Section 17

1. Network Fire Fighting Demand Assessment:
Is Proposed Type of Land Use Minimum Standard of Service (MSoS), for Fire Fighting ≤ Existing
Network MSoS, for Fire Fighting?
 Yes  No  Unsure

You have selected Yes, please proceed with this assessment.

2. Proposed Network Demand:
Use calculator below based on Unitywater Netserv Plan Part A, Appendix B – Schedule of Works, section
2.2 Land Use Assumptions.

If this calculator is not suitable for your development (EP Demand Rates are determined under a different
mechanism) please attach a document showing details of your calculations.
Does the development use a different EP mechanism to calculate the proposed development
demand, e.g. a superseded Planning Scheme Policy (PSP) Trunk Infrastructure Contributions
under an Infrastructure Agreement?
 Yes  No

 To complete the section titled Demand below, I have referred to Unitywater Netserv Plan Part A,
Appendix B – Schedule of Works, section 2.2 Land Use Assumptions.

 I acknowledge that the Total Proposed Demand calculated will be supported by a development
plan. For RAL, this is a plan of subdivision showing the number of lots and the area of each lot. For
MCU Residential, this is a plan showing the number of detached and attached dwellings. For MCU
Non-residential (commercial, industrial, other), this is a plan showing Gross Floor Areas for
different proposed land uses and Areas Impervious to Stormwater.

Turn on the following Layers in Netserv Plan Planning
Assumptions mapping tool:
To obtain the required details for the next section - 'Planned Demand for each Property' you will need to
turn on the following Layers from the Layer List in the legend to the right of the mapping tool.

Turn the following Layers on.
 Addresses
 (Relevant Council) Water Demand Forecasts
 (Relevant Council) Sewer Demand Forecasts
 2016 ABS Census SA2 Boundaries

Section 18

 (Relevant Council) Development Approval Number
 (Relevant Council) Local Planning Area Demand Assumptions
 (Relevant Council) Zoning & Density Assumptions
 Cadastre
 (Relevant Council) Development Constraints
 (Relevant Council) Land Use
 Unitywater Operational Area

Demand: Netserv Plan Part A, Appendix B – Schedule of Works,
section 2.2 Land Use Assumptions:
Item 1
Select 2016 ABS Census SA2 Boundaries Number SA2_MAIN11 and
Name SA2_NAME11
 Noosa Heads - 316051434

Is this Residential ?
 Yes  No

Select Residential Dwelling Type.
 Detached Dwelling

EP for this Detached Dwelling is - 2.29

Enter EP from above.     Number of Residential Dwellings.          Total Proposed Residential EP.
 2.29                     2.0                                      4.58


Totals, Proposed Demand:
Total Combined Residential EP.
4.58

Total Combined Non-Residential EP.
0.00

Total Combined Residential / Non-Residential EP.
4.58

Total Combined GFA.
0.00

3. Planned Network Demand:
To determine total planned demand for the land on which the development is proposed, use Unitywater
Netserv Plan Part A, Appendix B – Schedule of Works, section 2.3.Demand Forecast Assumptions;
Attachment 1 Development Densities - Sunshine Coast Council area; Attachment 2 Development Densities
- Noosa Shire Council area; and Attachment 3 Development Densities - Moreton Bay Regional Council

Section 19

area and the Netserv Plan Planning Assumptions mapping tool, using the relevant Layers (e.g. Council
Water Demand Forecasts or Council Sewer Demand Forecasts) and Residential EP and Non-residential
EP data for the Planned Demand Year. For further help refer to User Training Guide available in
the header of the mapping tool.

Planned Demand Year Determination:
Please note that Unitywater Infrastructure Planning & Development Demand Forecasting Team uses the
term 'Demand Forecast Cohort' interchangeably with 'Planned Demand Year'.

Important: For the 2022 calendar year, the Planned Demand Year is 2026.

Planned Demand Year = year of anticipated water approval + 4 year approval period = Planning Horizon
Year, rounded up to next 5 year increment where in between 5 year steps.

Planned Demand Years are 2026, 2031, 2036, 2041, 2046, and 2051.

Example 1

Year application submitted: 2022
Year of anticipated water approval: 2022
Add 4 year approval period: 2026
Planning Horizon Year: 2026, no rounding up to next 5 year increment required
Planned Demand Year: 2026

Example 2

Year application submitted: 2023
Year of anticipated water approval: 2023
Add 4 year approval period: 2027
Planning Horizon Year: 2027, rounded up to next 5 year increment
Planned Demand Year: 2031

Planned Demand for each Property:
Property 1
Addresses.
 41 Picture Point Cres

Cadastre.
 Lot 2 RP220514

Relevant Council. (if applicable)
 Noosa Shire Council

Council Development Approval
Number.
 NA

Section 20

(Relevant Council) Water Demand Forecasts,
ResidentialEP(Year).
 16.38

(Relevant Council) Water Demand Forecasts, Non-
residentialEP(Year).



(Relevant Council) Sewer Demand Forecasts,
ResidentialEP(Year).
 16.38

(Relevant Council) Sewer Demand Forecasts, Non-
residentialEP(Year).



(Relevant Council) Zoning & Density Assumptions.
 NSAHNH1.1
e.g. ResSubNeigh2


Totals, Planned Demand:
Water Demand Forecasts ResidentialEP(Year).
16.38

Water Demand Forecasts, Non-residentialEP(Year).
0.00

Sewer Demand Forecasts, ResidentialEP(Year).
16.38

Sewer Demand Forecasts, Non-residentialEP(Year).
0.00

4. Network Demand Assessment:
Total Combined Proposed Residential / Non-Residential EP.
4.58

Total Planned waterEP(Year).
16.38

Total Planned SewerEP(Year).
16.38

Water Network Demand Assessments has been calculated at:
27.96%

The Total Planned Water Demand has been calculated to be ≤ 110% Total Planned Water Demand,

Section 21

please proceed with this assessment.

Sewer Network Demand Assessments has been calculated
at:
27.96%

The Total Planned Sewer Demand has been calculated to be ≤ 110% Total Planned Sewer
Demand, please proceed with this assessment.

Upload any required document here.

Registered Certifier Signature:
Signature.                                          Date.
                                                     21/03/2023




You are about to complete the A&C - Network Demand Assessment. Upon pressing submit, an email of
the A&C - Network Demand Assessment application will be sent to the Registered Certifier. Please save
this email as a copy for your records.

Section 22

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                                                                                                                                                                                                                                                                                                                                                           W




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                                                                     Tim ck Ret




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                                                                      Blo




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RL 40.96                                                                                                                                                                                                            /H
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                                                                                                                                                 g                                                             er M
                                                                                                                                                                                                          SewLocated                RL 4
                                                                                                                                                                                                                                         9                                                                          Timn Exi Wal       ter
                                                                                                                                                                                                                                                                                                                                               Me            P 6401        A                        TBM
                                                                                                                                             opin
                                                                                                                                                                                                                                                           Con




                                                          39                                                                                                                                                                                                                                                                                                  #
                                                                                                                                                                                                                                                                       d




                                                                                                                                         C                                                                                                                                                                            o rick          e                                                             Screw in Bitumen
                                                                                                                                                                                                          No t
                                                                            F en g W




                                                                                                                                                                                                                                                                                                                                    M
                                                                                                                                                                                                                                                                        en




                                                                                                                                                       SEW
                                                                                                                                                                                                                                                                                                                                    W




                                                                                                                                                                                                                                                                                                                       B
            SEW
                                                                                                                                                                                                                                                               c




                                                                                                                                                                                                                                                                                                                                           W                                                         RL 49.366 AHD
                                                                                ce o all




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                                                                                                Gar




                              SEW
                                                                                                                                                                                              Gar
                                                                                    nE




                                                                                                                   SEW
                                                                                                                                                                                               Existaining




                                                                                                                                             l
                                                                                                   d




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                                                                                                                                                                                                Re
                                                                                                  en




                                                                                                                                                                                                  den Block




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                                                                                       xisti




                                                                                                                                                                                                                         Floor Level                                7                                                   W               E
                                                                                                                                                                               Con




                                                              38                                                                                                                                                                                                                                     8
                                                                                                                                                                                                    ting Wall




                                                       ee                                                                                                                                                                                                                                                                            OH
                                                   n (S
                                                                                            n




                                               t io                                                                                                                                                                      RL 49.01
                                                                                         g




                                           Loca
                                                                                                                                                                                   cret




                               er   Line                                  Sewer M/H                                                                                                                                                                                             9
                                                                                                                                                                                        e




                                                                                                                                                                                                                                                                                          W
                     ate   Sew                                            RL 46.05                        37
                                                           Gutterline                                                                                                                                                                                                                                           E
               roxim                                                                                           36                                                                                                                                                                                        OH
            App                                                    ak
                                                              f Pe                                                                                                                                                                                             W
                                                          Roo 9.14
                                                                                                               35                                                                                                                                             y
                                                           RL 4                                                                                                                                                 6                                     ve   wa
                                                                                                                                                                                                                                                   Dri                E
                                                                                                                                                                                                                                            Wcrete                 OH49                                                                                             SHANE RYNNE
                                                                                                                        ting                                                                                                              Co
                                                                                                                                                                                                                                             n                          .5
                                                                                                                   Exished                                                          d       en
                                                                                                                    S                                                            Gar
                                                         Existing
                                                                                                                    Roo
                                                                                                                           f                                                           4                                 W                 E
                                                                                                                                                                                                                                                                                                                                                                                  22/03/2023
                                                         Highset                                                                                                                                     5
                                                         Dwelling                                                                                                                                                                        OH
                                                                                                                                                                                        3
                                                                                                                                                                               2
                                                                                                                                                                                                                                  49.0




                                                                                                                                                                                             W
                                                                                     Roof Peak
                                                                                                                                                                                                                E
                                                                                     RL 50.88
                                                                                                                                                                            e                             OH
                                                                                                                                              1             W            enc
                                                                                                                                                             be        rF
                                                                                                                                                          Tim
                                                                                                                   47.5




                                                                                          ll
                                                                                     g Wa
                                                                                                                                                                                       48.5




                                                                             in                                                                                                E
                                                                        etain
                                                                   ck R                                                            W                                   OH
                                                        isti ng Blo
                                                       x                                                                                       a
                                                   E                                                                                       lstr
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                                                                                                                                                                 ole
                                                                                                                                                         Pow207237
                                                                                                                                                          #
                                                                                                             W


                                                                                                                                  48.0




                                                                                                                                               TBM
                                                                                                                                               Screw in Kerb
                                                                                                                                               RL 48.084 AHD




                                                                                                                                                                                                                                                                                                                                                                            Axis Surveys Pty Ltd         ABN 94 010 743 174
                                                                                                                                                                                                                                                                                                                                                                            Trading as:                      ACN 010 743 174




                                                                                                                                                                                                                                                                                                                                                                               AXlS
                                                                                                                                                                                                                                                                                                                                                                              SURVEYS
                                                                                                                                                                                                                                                                                                                                                                            UNIT 5, 23 OVERLORD PLACE, ACACIA RIDGE, QLD 4110
                                                   2200853-01 C                                                                                                                                                                                                                                                                                                                  Ph (07) 3363 8100, www.axissurveys.com.au

Section 23

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                '
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      °             20                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   29                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                COMMENCEMENT OF EXCAVATION


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            39




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (50.238)
                                                                                                                       31.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   . 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           40
                                                                                                                      32.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          40.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               51
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .1 0'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           39 9°2
                                                                                                                     32.5                                                                                                                                                                                                                                                                                                                                                                                                    2




                                                                                                                    33.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 41.0
                                                                                                                  33.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         41.5
                                                                                                                 34.0                                                                                                                                                                                                                                                                                               .65                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEWER MS
                                                                                                                                                                                                                                                                                                                                                                                               13                                                                                                                                                                                                                                                             Dense                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  42.0
                                                                                                                34.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               R.L 42.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Vegetation                                                                                                                                                                                                                                                                                                                                          IL 41.00
                                                                                                               35.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  42.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LEGEND
                                                                                                                         Pe
                                                                                                               35.5 Foungd                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED                                                           PROPOSED LOT 51
                                                                                                                  0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EASEMENT                                                                                                                                                                                                                                                                                                                                                                                             43.0                                                                                 PROPOSED SEWER
                                                                                                              36.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   43.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2
                                                                                                             36.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S1                                                                                                                                                                                                                                                                  EXISTING WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ER
                                                                                                             37.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      VC-U
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SEW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   44.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   50 P                                                                                                                                                                                                                                                                                                                                                                                                 INDICATIVE BUILDING
                                                                                                              37.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Ø1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NEW                                                                                                                                              3m                                                                                                                                                                                                                                                                     LOWER FLOOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                               38.
                                                                                                                   0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          44.                                                                                       PROPOSED EASEMENT
                                                                                                                     5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3m
                                                                                                                38.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               163°12'40"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 50.238
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         45.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             43.0       CONTOUR AND LABEL
                                                                                                                      0
                                                                                                                 39.                                                                                                                                                                                                                                                                                                                     PROPOSED LOT 52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                            DENOTES OUTLINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .5 42.
                                                                                                                       5      OF LEVEL ABOVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    HC                                                    43.
                                                                                                                  39. 0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 43.0                                                                 5                                                                                                                                                                                                                                                                                                                            5
                                                                                                                       .                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            45.
                                                                                                                    40 40.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                42




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        44.0
                                                                                                                                  0
                                                                                                                             41.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             46.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                                5
                                                                                                                            41.
                                 EX SEWER MH
                                 R.L 40.96 (SURVEY)
                                                                                                                                           338°30'
                                                                                                                                           31.673




                                                                                                                                 0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             46.5
                                                                                                                             4 .




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    A
                                 IL 39.99 (RECORDS)                                                                            2
                                                                                                                                   338°30'
                                                                                                                                                                  31.673



                                                                                                                              42.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        45.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                //
                     3                                                                                    BEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL 48200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           //
                                                                                                                                43.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      //
                         Sewer M/H                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      45.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING MANHOLE TO REMAIN.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            //
                                                                                                                                     .5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                             HC 43                                                                                                                                                                                                                                                                                                                                                                      .5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EXISTING HOUSE SEWER DRAIN TO REMAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      44 45.0 45.5 .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 47




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 46                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .0
                                                                                                                                     44.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   //
                     1                                                                                                                                                                                                                                               //          //        //        //              //        //        //         //         //        //         //         //         //        //         //          //        //          //        //        //          //         //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                //         //                                                                                                                                                                                                                                                         //          //




                                                                                                                   1
                                                                                                                                                                                                                //        //         //                                                                                                                                                                                                                                                                                                      //         //        //         //              //             //             //                //        //
                                                                                                                                                                                //        //         //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MH2 1
                                                                                                                                                                      //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Existing
                                                                                                                                                           //




                    EX1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          46.0
                                                                                                                                                           //




                                                                                                                     S1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              

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