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approval
Noosa Council documents
Officer: Tara Norley
Direct Telephone: 07 53296486
Our Reference: MCU20/0073
Your Reference: 0067
8 December 2020
MC Bain
C/- Pivotal Perspective Pty Ltd
4/59 Mary St
NOOSAVILLE QLD 4566
[email protected]
Dear Sir/Madam
Decision Notice
Planning Act 2016
I refer to your application and advise that on 7 December 2020, Council decided to approve the
application, subject to conditions.
Details of the decision are as follows:
1. APPLICATION DETAILS
Application No: MCU20/0073
Street address: 13 and 15 Park Crescent, Sunshine Beach
Real property description: BUP4161 and Lot 1, Lot 2 and Lot 3 on BUP4161 and Lot 447 on
RP48112
Planning Scheme: Noosa Plan 2020 (31 July 2020)
2. DECISION DETAILS
Council decided to issue the following type of approval:
Development Permit for a Material Change of Use - Multiple dwelling (4 dwellings)
3. CURRENCY PERIOD OF APPROVAL
The currency period for this development approval is stated in the conditions below.
4. ASSESSMENT MANAGER CONDITIONS
PLANNING
When Conditions must be Complied With
1. Unless otherwise stated, all conditions of this Decision Notice must be complied with prior to
the use commencing, and then compliance maintained at all times while the use continues.
Approved Plans
2. Development undertaken in accordance with this approval must generally comply with the
approved plans of development. The approved plans are listed in the following table unless
otherwise amended by these conditions.
PO Box 141 P. (07) 5329 6500 [email protected]
TEWANTIN QLD 4565 F. (07) 5329 6501 www.noosa.qld.gov.au
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Plan No. Rev. Plan/Document Name Date
SD.101 B Site Plan, prepared by kidd + co Sept 2020
SD.102 B Perspectives, prepared by kidd + co Feb 2019
SD.103 B Perspectives, prepared by kidd + co Feb 2019
SD.104 B Materiality Pallet, prepared by kidd + co Feb 2019
SD.105 B Height Limit, prepared by kidd + co Feb 2019
SD.201 B Basement Plan, prepared by kidd + co Sept 2020
SD.202 B Ground Floor Plan, prepared by kidd + co Sept 2020
SD.203 B First Floor Plan, prepared by kidd + co Sept 2020
SD.204 B Second Floor, prepared by kidd + co Sept 2020
SD.501 B North Elevation, prepared by kidd + co Feb 2019
SD.502 B East Elevation, prepared by kidd + co Feb 2019
SD.503 B South Elevation, prepared by kidd + co Feb 2019
SD.504 B West Elevation, prepared by kidd + co Feb 2019
SD.601 B Section A, prepared by kidd + co Feb 2019
SD.602 B Section B, prepared by kidd + co Feb 2019
Currency Period
3. The Currency Period for this development approval lapses if the use has not happened by 7
December 2026, unless an application to extend the currency period is approved by Council.
Performance Bond
4. Security in the form of a cash bond or trading bank guarantee to the sum of $20,000.00 must
be submitted to Council, to secure performance of all conditions of this approval prior to pre-
start meeting. The cash bond or trading bank guarantee will be returned on performance of
the conditions of approval less any costs incurred by Council in respect of enforcing
performance of this permit. Council reserves the right to call upon the bond or guaranteed
sum to effect compliance with conditions.
Nature and Extent of Approved Use
5. Site cover must not exceed 40%, measured in accordance with the administrative definition
under Noosa Plan 2020.
6. The basement of the development must be constructed in accordance with the administrative
definition under Noosa Plan 2020. Either side of the basement access driveway must be
backfilled to a minimum of natural ground level.
Building Height
7. The maximum height of the development must not exceed 12 metres above ground level and
3 storeys
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8. Certification must be submitted to Council from a Licensed Surveyor which certifies that the
buildings do not exceed the maximum height requirement of this Decision Notice.
Land Amalgamation
9. All properties the subject of the development must be amalgamated prior to the
commencement of use.
Water & Sewer Connections
10. An underground connection to reticulated water and sewerage must be provided to the
development site in accordance with the standards and requirements of Northern SEQ
Distributor–Retailer Authority (Unitywater).
11. A Certificate of Completion from the Northern SEQ Distributor–Retailer Authority (Unitywater)
must be submitted to Council that certifies an underground connection to reticulated water
and sewerage has been provided to the development site.
Building Appearance
12. All air conditioning units or other mechanical equipment:
a) is located at least 2 metres from side or rear property boundary;
b) where located at ground level, screened by fencing 1.5 metres in height or
dense vegetation of at least 1.5 metres in width incorporating grouped trees and shrubs
with a maximum separation distance of 1 metre measured from the centre of the plant;
c) where located above ground level, enclosed or screened such that it is not visible from
the street frontage nor adjoining properties; and
d) visually integrated into the line and plane of the building and roof design and does not
project beyond the height or width of the building when viewed from the street and
adjoining properties.
13. All deck and balcony areas above ground floor must not be enclosed by permanent fixtures
such as shutters, louvres, glass panelling or the like.
14. Swimming pools located within the front 6 metres of the property must protrude no more than
1 metre above the ground level.
Materials and Finishes
15. Buildings and structures must use:
a. natural finishes wherever possible;
b. a mix of lightweight and textured external finishes;
c. masonry construction where variation is provided in texture and the façade uses a
variety of finishes to break up the surface; and
d. open or transparent balustrades.
Clothes Drying Areas
16. Each dwelling unit must be provided with access to an outdoor clothes line which is screened
from public view.
Fencing and Walls
17. Any street fencing must be set back an average of 1 metre from the front property boundary,
and area articulated to add visual interest by stepping the design at a maximum of 5 metre
intervals. Any fencing on the front boundary must either:
a. the solid portion of front fences and walls is no more than 1.2 metres high; or
b. the walls contain openings or materials that ensure it is 50% transparent and has a
height not exceeding 1.8 metres
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18. The area of land between the front fence and the boundary must be landscaped to screen
the fencing.
Landscaping
19. The development site must be landscaped. The works must be undertaken in accordance
with an Operational Works approval and Noosa Plan 2020 Planning Scheme Policy PSP2
Landscaping for the Coastal Communities area and, in particular, include (but not limited to):
a. a 1.5m wide garden for the full length of the western boundary;
b. screening vegetation for the full length of the western boundary; and
c. vegetation within the front 6 metres of the property.
20. Existing vegetation in the road reserve must be retained, unless written authorisation from
Council is granted for the clearing.
21. Trees to be retained must be protected from clearing or construction activities by:
a. clearly marking vegetation to be retained with flagging tape
b. installing protective fencing around the drip line of the vegetation
c. restricting stockpiling, storage and vehicle parking to those areas which are already
cleared
d. using low impact construction techniques around vegetation.
22. Street trees at a maximum of one every 8 metres must be provided along the Park Crescent
frontage, or as determined in conjunction with a Council delegate prior to the issue of an
Operational Works approval.
23. All landscape works must be established and maintained in accordance with the approved
design for the life of the development, and in a manner that ensures healthy, sustained and
vigorous plant growth. All plant material must be allowed to grow to full form and be
refurbished when its life expectancy is reached.
Community Management Statement
24. Any proposed Community Management Statement required for the development pursuant to
the Body Corporate and Community Management Act 1997 must be submitted to Council for
endorsement at the same time as submission of the Building Format Plan (or similar) to
Council for compliance assessment.
25. All clauses and by-laws of the proposed Community Management Statement must accord
with the requirements of this Decision Notice.
Environmental health
26. The developer must provide waste storage and disposal facilities in accordance with
Planning Scheme Policy PSP9 - Waste Management, including an external imperviously
paved area correctly sized for all refuse and recycling containers and suitably screened from
public places and neighbouring properties.
27. A bin wash area is required with a cold-water tap, hose and drain outlet connected to sewer,
via a bucket trap. The drain outlet is to be designed to prevent storm water entry to the
sewerage system and this can be achieved with a nib wall 50mm high and up to 700mm x
700mm wide (max 0.5m²), or alternatively the waste area can be roofed, or any other design
approved by Council.
28. Noise emission from mechanical equipment shall comply with the following requirements:
a. Air-conditioning and Refrigeration
7am to 10pm: Maximum background + 5dB(A);
10pm to 7am: Maximum background + 3dB(A);
b. Pumps
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7am to 7pm: Maximum background + 5dB(A);
7pm to 10pm: Maximum background + 3dB(A);
10pm to 7am: No audible noise.
29. Submission of written certification from a suitably qualified person confirming that the noise
levels from all mechanical equipment comply when measured at either the residential
boundary or outside the most exposed part of an affected building, whichever is the closest
to the equipment.
The assessment and certification is required immediately after installation of the equipment
and prior to any occupation of the building, and in a format approved by Council. All
equipment should be operating at the same time to test the overall noise level created.
DEMOLITION
Performance Bond
30. Security in the form of a cash bond or trading bank guarantee to the sum of $10,000 must
be submitted to Council prior to the issue of a Development Permit for Building Works for
demolition, to secure the demolition conditions of this approval. The cash bond or trading
bank guarantee will be returned on performance of the demolition conditions of this approval
less any costs incurred by Council in respect of enforcing performance of these demolition
conditions. Council reserves the right to call upon the bond or guaranteed sum to effect
compliance with conditions.
Works
31. Demolition must be undertaken in a manner that causes no detrimental effect upon the
amenity of the neighbourhood by reason of the creation of excessive noise, lighting, air-borne
hazards, atmospheric pollutants (including dust or odours) nuisance or any other emissions
in accordance with the nuisance provisions of the Environmental Protection Act 1994.
Waste management
32. A Waste Management Plan (demolition) must be submitted in accordance with Planning
Scheme Policy PSP9 - Waste Management and approved by Council’s Waste Coordinator
prior to issue of a development permit for Building Works for demolition, removal or
relocation.
The purpose of the Waste Management Plan is to facilitate the segregation of waste for the
effective reuse and recycling of such materials. Segregated wastes attract significantly
reduced disposal fees at the landfill with some items free. Higher gate fees are charged for
mixed waste.
Waste storage areas must provide for adequate separation of all reusable, recyclable and
waste materials. These must be located so that they are convenient and safe to use.
The Plan must contain the following information:
a. The areas for the storage and separation of waste shown on a site plan;
b. A waste management table as indicated below is to be completed showing how waste
material is to be segregated - recycled – reused or disposed; and
c. Table – Waste Management Table in accordance with Planning Scheme Policy PSP9
- Waste Management - SC6.10.4
Note * If a demolition contractor is undertaking works, then the Waste Management table is
to be completed by the demolition contractor.
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Damage to infrastructure
33. Any damage to footpaths, street plantings, natural vegetation/trees kerb and channel,
bridges or roadways must be repaired or reinstated to at least pre-existing conditions.
Vacant site
34. The site must be left clean and tidy free from debris such as concrete, wire, rubble, brick/s
and the like. If the site remains vacant for more than 30 days the lot/s must be turfed or
landscaped in accordance with Planning Scheme Policy PSP 2 – Landscaping and to the
satisfaction of Council so as to not cause nuisance to the surrounding area.
35. All waste materials must be removed from site.
Litter, erosion and sediment control
36. Litter, erosion and sediment control measures must be installed and maintained until soils
are stabilised by turf, vegetation or sealed.
Note: it is an offence under the Environmental Protection Act 1994 to deposit or potentially
allow litter, waste, soil, or other contaminants to enter a waterway or storm water drainage
system (e.g. roadside gutter).
Asbestos
37. Removal of building materials containing asbestos must be undertaken by a licensed
asbestos removalist.
38. Asbestos removal work (Section 466) of the Work Health and Safety Regulation 2011
requires a licensed asbestos removalist to give notice to Workplace Health and Safety
Queensland (WHSQ) of licensed asbestos removal work at least five days before the work
commences. Notification must be made using Form 65: Notification of licensed asbestos
removal work, demolition work or emergency demolition.
39. All building materials containing asbestos products are wrapped and disposed of in
accordance with the Public Health Regulation 2006 and the Environmental Protection
Regulation 2008.
Note: Asbestos is a Regulated Waste. The Department of Environment & Science licenses
businesses that transport asbestos waste, and landfills that accept this waste.
40. All building materials containing asbestos, including asbestos cement sheeting or roofing and
lagging are removed from the building prior to demolition/relocation.
Plumbing and Drainage
41. It is a requirement of the ‘Standard Plumbing and Drainage Regulation 2019’ that at
demolition of a building, the existing sanitary drain upstream from the connection point for a
service provider’s sewerage system must be sealed water tight. This work is deemed as
notifiable Work and must be carried out by a suitably licenced plumber who must submit an
As Constructed plan and Form 4 (Notifiable Works Form) to the QBCC (Queensland Building
Construction Commission) within 10 days of completing the work.
ENGINEERING
External Works
42. Park Crescent must be upgraded for the length of its frontage to the subject site. The works
must be undertaken in accordance with an Operational Works approval and must include in
particular:
a. construction of a pedestrian footpath in accordance with the conditions of this Decision
Notice
b. removal of the existing property accesses and reinstatement of the kerb, footpath and
verge area to match the balance of the site frontage, including the provision of topsoil
and turf where the existing verge is grassed
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This condition is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
infrastructure.
Site Access and Driveways
43. A sealed access driveway must be provided from Park Crescent to all parking and
manoeuvring areas of the development. The works must be generally in accordance with
drawing number 30206-OW6.2 prepared by SCG Consulting Engineers dated July 2020 and
undertaken in accordance with an Operational Works approval and must include in particular:
a. a driveway crossover in accordance with Council’s Standard Drawing RS-051 and any
associated addendum
b. suitable safety measures, including warning signage, to improve driver awareness of
pedestrians and enhance pedestrian safety. Warning signage must be provided near
the exit from the parking area to warn motorists of pedestrian movement along the
frontage street
Car Parking
44. A minimum of nine car parking spaces must be provided and made available and accessible
at all times. The works must be generally in accordance with the approved plans and
undertaken in accordance with an Operational Works approval. The works must include in
particular:
a. One visitor parking space within the total, which is clearly marked for that purpose and
accessible at all times for visitor use
b. Dimensions, crossfalls and gradients in accordance with Australian Standard
AS/NZS2890.1:2004 Parking Facilities
45. All car parking areas and access driveways must be maintained exclusively for vehicle
parking and manoeuvring and kept in a tidy and safe condition at all times.
46. Directional signage must be provided to direct visitors to the car parking spaces provided on
site.
Pedestrian and Bicycle Facilities
47. Pedestrian and bicycle facilities must be provided for the development. The works must be
undertaken in accordance with an Operational Works approval and must include in particular:
a. a 1.5 metre wide footpath within the road verge for the entire length of the site’s
frontage to Park Crescent;
b. be generally in accordance with drawings numbered 30206-OW6.3 Revision A and
30206-OW6.4 Revision A prepared by SCG Consulting Engineers dated 23 November
2020.
This condition is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
infrastructure.
Stormwater Drainage
48. The site must be provided with a stormwater drainage system connecting to a lawful point of
discharge. The works must be undertaken in accordance with an Operational Works approval
and be generally in accordance with drawing number 30206-SW1.1 prepared by SCG
Consulting Engineers dated July 2020
Services
49. Unless otherwise stipulated by telecommunications legislation at the time of construction, the
development must be provided with all necessary conduits, pits and pipes to accommodate
the future connection of optic fibre technology telecommunications.
50. Certification must be submitted to Council from all relevant service providers (Energex, NBN
and Unitywater) which certifies that the development has met the requirements of this
Decision Notice and all applicable legislation at the time of construction.
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Easements
51. Unless otherwise agreed in writing by the relevant service provider, any public or third party
infrastructure located on the subject site must be placed within an easement registered
against the title of the property.
52. All easements must be designed in accordance with the planning scheme and granted at no
cost to the Grantee. Where the Grantee is Council or a service authority, the easement
documentation must be in accordance with the Grantee’s standard easement terms. Draft
easement documentation must be submitted to Council for endorsement.
53. All works must be kept clear of any existing or proposed easements on the subject land,
unless agreed otherwise in writing by the Grantee.
Earthworks and Retaining Walls
54. All earthworks and associated batters/retaining structures must be undertaken in accordance
with an Operational Works approval, and contained entirely within the subject site unless
written permission from the respective landowner(s) is provided to Council.
55. All works must be carried out in accordance with the recommendations contained in the
Slope Stability Assessment – Report No: 30206(SL) dated 24 September 2020 prepared by
SCG Consulting Engineers
56. All retaining walls must be designed and constructed in accordance with the planning scheme
and must be certified by an RPEQ where exceeding 1.0m in height. All retaining walls that
are publicly accessible and exceed 1.0m in height must be fitted with a commercial grade
safety fence.
Damage to Services and Assets
57. Any damage caused to existing services and assets as a result of the development works
must be repaired at no cost to the asset owner at the following times:
a. where the damage would cause a hazard to pedestrian or vehicle safety, immediately;
or
b. where otherwise, upon completion of the works associated with the development.
Any repair work which proposes to alter the alignment or level of existing services and assets
must first be referred to the relevant service authority for approval.
5. REFERRAL AGENCIES
Not applicable.
6. ADVISORY NOTES
The following notes are included for guidance and information purposes only and do not form part
of the assessment manager conditions:
COVID-19
1. This development approval has been issued during the COVID-19 applicable event declared
under 275F of the Planning Act 2016.
The period for undertaking the approved development may be subject to a further extension
of 6 months under section 275R of the Planning Act.
Infrastructure Charges
2. All developments and/or changes to existing developments may require payment of
“Infrastructure Charges” (as applicable) in accordance with Council’s “Charges Resolution”
made pursuant to the planning legislation and regulations current at the time of issue. For
further information, please refer to https://www.noosa.qld.gov.au/planning-
development/development-tools-guidelines/infrastructure-charges
Sustainability
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3. In line with Noosa Council’s Corporate Plan, Council seeks to encourage sustainable building
design for residential and commercial development. Council encourages the use of
sustainable building materials, energy efficient fittings, solar hot water, photovoltaic systems
(including the use of inverter/charges), water saving devices and rainwater harvesting. For
further information go to http://www.noosa.qld.gov.au/sustainable-homes
Environmental Health
4. It is highly recommended that the person you engage to certify the installation of mechanical
equipment is involved at the plan development stage so they can recommend where this
equipment is best located. They can also advise about noise enclosures and can make other
suggestions to avoid noise problems. It is a lot more costly to try and deal with noise
problems after everything is built.
Aboriginal Cultural Heritage Act 2003
5. There may be a requirement to establish a Cultural Heritage Management Plan and/or obtain
approvals pursuant to the Aboriginal Cultural Heritage Act 2003 (ACH Act).
The ACH Act establishes a cultural heritage duty of care which provides that: “A person who
carries out an activity must take all reasonable and practicable measures to ensure the
activity does not harm Aboriginal cultural heritage”. It is an offence to fail to comply with the
duty of care. Substantial monetary penalties may apply to individuals or corporations
breaching this duty of care. Injunctions may also be issued by the Land and Resources
Tribunal, and the Minister administering the ACH Act can also issue stop orders for an activity
that is harming or is likely to harm Aboriginal cultural heritage or the cultural heritage value
of Aboriginal cultural heritage.
You should contact the Cultural Heritage Unit to discuss any obligations under the ACH Act.
Equitable Access and Facilities
6. The plans for the proposed building work have NOT been assessed for compliance with the
requirements of the National Construction Code - Building Code of Australia (Volume 1) as
they relate to people with disabilities. Your attention is also directed to the fact that in addition
to the requirements of the National Construction Code as they relate to people with
disabilities, one or more of the following may impact on the proposed building work:
a. the Disability Discrimination Act 1992 (Commonwealth);
b. the Anti-Discrimination Act 1991 (Queensland); and
c. the Disability (Access to Premises – Buildings) Standards.
Building and Construction Industry (Portable Long Service Leave) Levy
7. The QLeave levy must be paid prior to the issue of a development permit where it is required.
Council will not be able to issue a Decision Notice without receipt of details that the Levy has
been paid.
Co-ordination of Operational Works Assessment
8. Additional application fees apply to Operational Work applications where the different
aspects of the works are lodged separately. Significant savings in application fees will result
if all works are lodged in a single application.
Preparation of a Preliminary Construction Management Plan
9. A preliminary Construction Management Plan must be submitted with the Operational Works
application and must address the following:
a. traffic management during all aspects of the construction phase including:
i. a Traffic Management Control Plan in accordance with the Manual of Uniform
Traffic Control Devices (MUTCD) detailing all temporary signage and traffic
control measures prior to construction
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ii. maintenance of safe pedestrian access for the areas affected by the works during
and after daily construction has ceased
iii. proposed fencing to the site during the construction phase of the development
iv. provision for worker car parking
b. maintenance and protection of water quality and existing drainage lines through the
construction site, through the implementation of appropriate erosion and sediment
control measures
c. works programme identifying key components of the works and their respective
durations
d. establishment of a communication protocol with the general public, adjoining owners,
emergency services and local businesses to advise of agreed construction times,
impacts on traffic, services and other relevant issues
e. identification of complaint management procedures including:
i. contact details for the on-site manager
ii. dispute resolution procedures
f. details on the location of external fill/dump sites/sources, the haulage route, type of
vehicle to be utilised during filling operations and frequency of usage. NB any damage
to the existing road system as a result of haulage operations shall be fully repaired at
the applicant’s expense
g. it is acknowledged that the preliminary Construction Management Plan will be a draft
document requiring finalisation upon appointment of the Principal Contractor employed
to construct the works and a final document will be required to be submitted at the Pre-
Start Meeting for the project.
7. REFERENCE DOCUMENTS
Document Rev. Document Name Date
No.
30206(SL) - Slope Stability Assessment, prepared by SCG 24 September 2020
Consulting Engineers
8. PROPERTY NOTES
Not applicable.
9. VARIATION APPROVAL DETAILS
Not applicable.
10. FURTHER DEVELOPMENT PERMITS REQUIRED
Type of Development Permit Required Subject of the required Development Permit
Development Permit for Operational Works Access, External works, Stormwater,
Landscaping
Development Permit for Building Works All building work
11. SUBMISSIONS
Not applicable.
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12. RIGHTS OF APPEAL
You are entitled to appeal against this decision. A copy of the relevant appeal provisions from the
Planning Act 2016 is attached.
During the appeal period, you as the applicant may suspend your appeal period and make written
representations to Council about the conditions contained within the development approval. If
Council agrees or agrees in part with the representations, a negotiated decision notice will be
issued. Only one negotiated decision notice may be given.
13. OTHER DETAILS
If you wish to obtain more information about the decision, electronic copies are available on line at
www.noosa.qld.gov.au or at Council Offices.
Yours faithfully
Tara Norley
Development Planner
Enc: Appeal Rights
Infrastructure Charge Notice
Approved Plans/Documents
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Appeal Rights
PLANNING ACT 2016 & PLANNING REGULATION 2017
Chapter 6 Dispute resolution (3) The appellant or, for an appeal to a tribunal, the registrar must,
within the service period, give a copy of the notice of appeal to –
Part 1 Appeal rights
(a) the respondent for the appeal; and
229 Appeals to tribunal or P&E Court
(b) each co-respondent for the appeal; and
(1) Schedule 1 of the Planning Act 2016 states –
(c) for an appeal about a development application under schedule
(a) Matters that may be appealed to –
1, table 1, item 1 – each principal submitter for the
(i) either a tribunal or the P&E Court; or development application; and
(ii) only a tribunal; or (d) for and appeal about a change application under schedule 1,
table 1, item 2 – each principal submitter for the change
(iii) only the P&E Court; and
application; and
(b) The person-
(e) each person who may elect to become a co-respondent for the
(i) who may appeal a matter (the appellant); and appeal, other than an eligible submitter who is not a principal
submitter in an appeal under paragraph (c) or (d); and
(ii) who is a respondent in an appeal of the matter; and
(f) for an appeal to the P&E Court – the chief executive; and
(iii) who is a co-respondent in an appeal of the matter; and
(g) for an appeal to a tribunal under another Act – any other
(iv) who may elect to be a co-respondent in an appeal of the
person who the registrar considers appropriate.
matter.
(4) The service period is –
(2) An appellant may start an appeal within the appeal period.
(a) if a submitter or advice agency started the appeal in the P&E
(3) The appeal period is –
Court – 2 business days after the appeal has started; or
(a) for an appeal by a building advisory agency – 10 business
(b) otherwise – 10 business days after the appeal is started.
days after a decision notice for the decision is given to the
agency; or (5) A notice of appeal given to a person who may elect to be a co-
respondent must state the effect of subsection (6).
(b) for an appeal against a deemed refusal – at any time after the
deemed refusal happens; or (6) A person elects to be a co-respondent by filing a notice of election,
in the approved form, within 10 business days after the notice of
(c) for an appeal against a decision of the Minister, under chapter
appeal is given to the person.
7, part 4, to register premises or to renew the registration of
premises – 20 business days after a notice us published under 231 Other appeals
section 269(3)(a) or (4); or
(1) Subject to this chapter, schedule 1 and the P&E Court Act, unless
(d) for an appeal against an infrastructure charges notice – 20 the Supreme Court decides a decision or other matter under this
business days after the infrastructure charges notice is given Act is affected by jurisdictional error, the decision or matter is non-
to the person; or appealable.
(e) for an appeal about a deemed approval of a development (2) The Judicial Review Act 1991, part 5 applies to the decision or
application for which a decision notice has not been given – matter to the extent it is affected by jurisdictional error.
30 business days after the applicant gives the deemed
(3) A person who, but for subsection (1) could have made an
approval notice to the assessment manager; or
application under the Judicial Review Act 1991 in relation to the
(f) for any other appeal – 20 business days after a notice of the decision or matter, may apply under part 4 of that Act for a
decision for the matter, including an enforcement notice, is statement of reasons in relation to the decision or matter.
given to the person.
(4) In this section –
Note – decision includes-
See the P&E Court Act for the court’s power to extend the appeal
(a) conduct engaged in for the purpose of making a decision; and
period.
(b) other conduct that relates to the making of a decision; and
(4) Each respondent and co-respondent for an appeal may be heard
in the appeal. (c) the making of a decision or failure to make a decision; and
(5) If an appeal is only about a referral agency’s response, the (d) a purported decision; and
assessment manager may apply to the tribunal or P&E Court to
(e) a deemed refusal.
withdraw from the appeal.
non-appealable, for a decision or matter, means the decision or
(6) To remove any doubt. It is declared that an appeal against an
matter-
infrastructure charges notice must not be about-
(a) is final and conclusive; and
(a) the adopted charge itself; or
(b) may not be challenged, appealed against, reviewed, quashed,
(b) for a decision about an offset or refund-
set aside or called into question in any other way under the
(i) the establishment cost of trunk infrastructure identified in Judicial Review Act 1991 or otherwise, whether by the
a LGIP; or Supreme Court, another court, a tribunal or another entity; and
(ii) the cost of infrastructure decided using the method (c) is not subject to any declaratory, injunctive or other order of
included in the local government’s charges resolution. the Supreme Court, another court, a tribunal or another entity
on any ground.
230 Notice of appeal
232 Rules of the P&E Court
(1) An appellant starts an appeal by lodging, with the registrar of the
tribunal or P&E Court, a notice of appeal that- (1) A person who is appealing to the P&E Court must comply with the
rules of the court that apply to the appeal.
(a) is in the approved form; and
(b) succinctly states the grounds of the appeal. (2) However, the P&E Court may hear and decide an appeal even if
the person has not complied with the rules of the P&E Court
(2) The notice of appeal must be accompanied by the required fee.
Page 12 of 12
Document Set ID: 21313305
Version: 5, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 13
Noosa Council documents
.
APPROVED PLAN
Par MCU20/0073
kC
res NOOSA COUNCIL
cen 7 December 2020
t .
sewer pump station
existing catch pit
ov
138°2 erhead pow
3
designers
er
9.867 '30"
146 PO Box 262
°
5.30 19'30" Noosa Heads QLD 4567
5 Telstra pit
existing banksia Mobile 0419 758 478
28.00 16 [email protected]
5.3 2°12 power pole
05 '00 and light
" www.kiddco.com.au
2m setback
for pools QBCC
This drawing is to be read in
conjunction with Engineers Drawings &
17 05
5.3
8°
Reports
04
23.66 0"
'00
'3
48°23
7
"
top of pool
1m above
29.00
finished
ground
level Construction to comply
with all relevant SAA &
BCA Codes & standard
Bldg By-law 1975 & as
amended
Verify all dimensions on
186 88
site prior to commencement
15.
°00
of any works. These
0
'00"
30.00 drawings are not to be
used for scaling
Copyright for design &
fire hydrant drawings remain the
property of the authors.
ove
rhe
ad p
27.50
owe
203°00'1
5.936
r
0"
28.00
30.00
top of pool
3m Setback 1m above
finished 28.50
ground
9m setback
5.93 00'30"
level
19°00
23.66
power pole
°
6
237
'00"
7
and light
6m setback
Driveway
existing pandanas
direction
50" 28.50 palms to be retained
to engineers detail2m setback
1 °00'
29.50 27 36
for pools 5.9
existing banksia
28.00
0'00"
289°0
94
23.0
28.00
power pole
28.50 and light
ower
29.00 ead p
water meter overh
existing banksia
existing catch pit
Telstra pit
rescent
Park C
1. SITE PLAN
SD.101 SCALE1:200
REAL PROPERTY DESCRIPTION Project
Lot: Proposed 4 Units
Parish:
Location
Address: 15&13 Park Crescent
15&13 Park Crescent
Sunshine Beach QLD 4567
Sunshine Beach
Site Area: 1121m2 Client
Mark Bain
Drawing Title
SITE PLAN
Scale Date
as shown @A3 Sept 20
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.101 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 14
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Telephone 07 5447 5633
Mobile 0419 758 478
[email protected]
www.kiddco.com.au
This drawing is to be read in
conjunction with Engineers Drawings &
Reports
Construction to comply
with all relevant SAA &
BCA Codes & standard
Bldg By-law 1975 & as
amended
Verify all dimensions on
site prior to commencement
of any works. These
drawings are not to be
used for scaling
Copyright for design &
drawings remain the
property of the authors.
Project
Proposed 4 Units
Location
15&13 Park Crescent
Sunshine Beach
Client
Mark Bain
Drawing Title
PERSPECTIVES
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.102 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 15
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Telephone 07 5447 5633
Mobile 0419 758 478
[email protected]
www.kiddco.com.au
This drawing is to be read in
conjunction with Engineers Drawings &
Reports
Construction to comply
with all relevant SAA &
BCA Codes & standard
Bldg By-law 1975 & as
amended
Verify all dimensions on
site prior to commencement
of any works. These
drawings are not to be
used for scaling
Copyright for design &
drawings remain the
property of the authors.
Project
Proposed 4 Units
Location
15&13 Park Crescent
Sunshine Beach
Client
Mark Bain
Drawing Title
PERSPECTIVES
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.103 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 16
Noosa Council documents
designers
PO Box 262
Noosa Heads QLD 4567
External Doors and windows to be white powder Telephone 07 5447 5633
coated aluminium framed with clear glazing infill Mobile 0419 758 478
[email protected]
www.kiddco.com.au
This drawing is to be read in
conjunction with Engineers Drawings &
White Powdercoated aluminum and glass Reports
balustrade
Construction to comply
.
with all relevant SAA &
Flyover roof with powder coated aluminium sun APPROVED PLAN BCA Codes & standard
control battens MCU20/0073 Bldg By-law 1975 & as
amended
NOOSA COUNCIL Verify all dimensions on
7 December 2020 site prior to commencement
of any works. These
.
drawings are not to be
used for scaling
Copyright for design &
drawings remain the
property of the authors.
Project
Proposed 4 Units
Location
15&13 Park Crescent
Sunshine Beach
Client
Mark Bain
Drawing Title
Rendered block wall with horizontal expressed MATERIALITY PALLET
joints to be warm white
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
Travertine stone tiled balconies JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.104 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 17
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Telephone 07 5447 5633
Mobile 0419 758 478
[email protected]
www.kiddco.com.au
This drawing is to be read in
conjunction with Engineers Drawings &
Reports
Construction to comply
with all relevant SAA &
BCA Codes & standard
Bldg By-law 1975 & as
amended
Verify all dimensions on
site prior to commencement
of any works. These
drawings are not to be
used for scaling
Copyright for design &
drawings remain the
property of the authors.
Project
Proposed 4 Units
Location
15&13 Park Crescent
Sunshine Beach
3D 12m HEIGHT LIMIT Client
SD.105 SCALE1:100 Mark Bain
Drawing Title
HEIGHT LIMIT
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.105 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 18
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
Landscaped Retaining wall,
Refer to Civil engineering for PO Box 262
Noosa Heads QLD 4567
details and specification
line Mobile 0419 758 478
of dec
k ov [email protected]
Storage er
www.kiddco.com.au
QBCC
This drawing is to be read in
line of building over conjunction with Engineers Drawings &
Reports
Garage 1
RL 26.500 lin
eo
fb
uil Construction to comply
din
g ov with all relevant SAA &
er BCA Codes & standard
Bldg By-law 1975 & as
amended
Verify all dimensions on
site prior to commencement
of any works. These
Store drawings are not to be
used for scaling
RL 26.500 Copyright for design &
drawings remain the
property of the authors.
Garage 2
RL 26.500
Store
6m Setback
RL 26.500
Storage
Visitor Parking 1
RL 26.500
UP
4
3
2
1
16
Fire
5
6
15
14 Lobby Driveway
7
Stair RL 27.500
Lift
13
8
10
12
11
9
Visitor Parking 2
RL 26.500
Storage
Garage 3 Store
RL 26.500 RL 26.500
Bin
ver
Store
ck oe
RL 26.500
of d
line
3m Setback
er
g ov
din
buil
f
eo
lin
Garage 4
RL 26.500
Project
line of building over 6m Setback Proposed 4 Units
Location
15&13 Park Crescent
Storage Sunshine Beach
Client
Mark Bain
er
line of deck ov Drawing Title
BASEMENT PLAN
Landscaped Retaining wall,
Refer to Civil engineering for Scale Date
as shown @A3 Sept 20
details and specification
Drawn By Job No:
1. BASEMENT JLK 1802
SD.201 SCALE1:100 Drawing No. Issue No.
Document Set ID: 21313327 SD.201 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 19
Noosa Council documents
.
B
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Mobile 0419 758 478
[email protected]
www.kiddco.com.au
Deck QBCC
This drawing is to be read in
conjunction with Engineers Drawings &
Reports
Shr Deck
L Pool
Bed 1 Construction to comply
Ens 2 with all relevant SAA &
BCA Codes & standard
L Bldg By-law 1975 & as
Bed 2 amended
Verify all dimensions on
WC L site prior to commencement
robe of any works. These
drawings are not to be
Niche used for scaling
Copyright for design &
Ens 1 Shr drawings remain the
robe property of the authors.
L
F
Laundry Living
robe
Deck
Bed 3
Kitchen
Ens 3 Study
RL 29.150
7
6
5
4
3
2
1
Dining
DN
UP
L
UP
5
4
3
2
1
19
6
7
Fire 18
17
Lobby
8
Stair 16
9 15
Lift RL 29.150 BBQ
10
12
13
14
11
L
Dining DN
UP
Kitchen
7
6
5
4
3
2
1
Ens 3 Study RL 29.150
Bed 3
robe
Deck
Laundry Living
L
F
robe
Ens 1 Shr
Niche
robe
WC WC L
Pool
Bed 2
L
3m Setback
Ens 2
Bed 1
L
Shr
Project
Proposed 4 Units
Location
Deck 15&13 Park Crescent
6m Setback Sunshine Beach
Roof over Client
Mark Bain
Drawing Title
GROUND FLOOR
PLAN
Scale Date
as shown @A3 Sept 20
Drawn By Job No:
2. GROUND FLOOR JLK
Drawing No.
1802
Issue No.
SD.202 SCALE1:100
Document Set ID: 21313327 SD.202 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 20
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Mobile 0419 758 478
[email protected]
www.kiddco.com.au
QBCC
This drawing is to be read in
conjunction with Engineers Drawings &
Reports
Pool
Deck
Construction to comply
with all relevant SAA &
BCA Codes & standard
Bldg By-law 1975 & as
amended
DW
Verify all dimensions on
site prior to commencement
L of any works. These
drawings are not to be
used for scaling
Copyright for design &
Kitchen L drawings remain the
RL 32.650 Living property of the authors.
F
Laundry
Dining
W/C L
L
UP
L
5
4
3
2
1
Ens 1
20
Fire
6
19
Deck
7
18
Stair
8
17
RL 32.650
9
Lift
16
10
12
13
14
15
11
Bed 1
Study
Linen Ens 2
robe
L
robe
Ens 3 C
L
Bed 2
Bed 3
L
3m Setback L
10m setback
9m setback
Deck
Project
Proposed 4 Units
Location
6m setback
15&13 Park Crescent
Sunshine Beach
Client
Mark Bain
Drawing Title
FIRST FLOOR PLAN
Scale Date
as shown @A3 Sept 20
Drawn By Job No:
3. FIRST FLOOR JLK
Drawing No.
1802
Issue No.
SD.203 SCALE1:100
Document Set ID: 21313327 SD.203 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 21
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Mobile 0419 758 478
[email protected]
www.kiddco.com.au
QBCC
This drawing is to be read in
conjunction with Engineers Drawings &
Reports
Pool
Deck
Construction to comply
with all relevant SAA &
BCA Codes & standard
Bldg By-law 1975 & as
amended
DW
Verify all dimensions on
site prior to commencement
L of any works. These
drawings are not to be
used for scaling
Copyright for design &
Kitchen L drawings remain the
RL 36.350 Living property of the authors.
F
Laundry
Dining
L
L
DN
L
Fire Deck
Stair RL 36.350
Lift
Bed 1
Study
Linen Ens 2
robe
L
robe
Ens 3 C
L
Bed 2
Bed 3
L
3m Setback L
10m setback
9m setback
Project
Proposed 4 Units
Location
6m setback
15&13 Park Crescent
Sunshine Beach
Client
Mark Bain
Drawing Title
SECOND FLOOR
Scale Date
as shown @A3 Sept 20
Drawn By Job No:
4. SECOND FLOOR JLK
Drawing No.
1802
Issue No.
SD.204 SCALE1:100
Document Set ID: 21313327 SD.204 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 22
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Telephone 07 5447 5633
Metal Roof
Mobile 0419 758 478
[email protected]
Metal Awning www.kiddco.com.au
This drawing is to be read in
Powder Coated Aluminium conjunction with Engineers Drawings &
Framed Windows Reports
Construction to comply
with all relevant SAA &
Pastel Paint Finish to BCA Codes & standard
Rendered Block Wall Bldg By-law 1975 & as
amended
Powder Coated Aluminium Verify all dimensions on
Framed Balustrade 1.2m High site prior to commencement
of any works. These
Powder Coated Framed drawings are not to be
Aluminium Louvers used for scaling
Copyright for design &
drawings remain the
Powder Coated Aluminium property of the authors.
Framed Bifold Doors
Top of pool 1m above
finished ground level
Project
Proposed 4 Units
Location
15&13 Park Crescent
Sunshine Beach
NORTH ELEVATION Client
Mark Bain
SD.501 SCALE1:100 Drawing Title
NORTH ELEVATION
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.501 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 23
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Metal Roof Telephone 07 5447 5633
Mobile 0419 758 478
Powder Coated Aluminium [email protected]
Framed Bifold Doors
www.kiddco.com.au
This drawing is to be read in
conjunction with Engineers Drawings &
Powder Coated Framed Reports
Aluminium Louvers
Construction to comply
Powder Coated Aluminium with all relevant SAA &
Framed Balustrade 1.2m High BCA Codes & standard
Bldg By-law 1975 & as
amended
Pastel Paint Finish to Verify all dimensions on
Rendered Block Wall site prior to commencement
of any works. These
drawings are not to be
Powder Coated Aluminium
used for scaling
Framed Windows
Copyright for design &
drawings remain the
Top of pool 1m above property of the authors.
finished ground level
Project
Proposed 4 Units
Location
15&13 Park Crescent
Sunshine Beach
EAST ELEVATION Client
Mark Bain
SD.502 SCALE1:100 Drawing Title
EAST ELEVATION
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.502 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 24
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Telephone 07 5447 5633
Mobile 0419 758 478
[email protected]
Metal Roof
www.kiddco.com.au
Metal Awning
This drawing is to be read in
conjunction with Engineers Drawings &
Powder Coated Framed Reports
Aluminium Louvers
Construction to comply
Powder Coated Aluminium with all relevant SAA &
Framed Balustrade 1.2m High BCA Codes & standard
Bldg By-law 1975 & as
amended
Verify all dimensions on
Metal Awning site prior to commencement
of any works. These
Powder Coated Aluminium
drawings are not to be
Framed Bifold Doors
used for scaling
Powder Coated Aluminium Copyright for design &
Framed Windows drawings remain the
property of the authors.
Top of pool 1m above
finished ground level
Project
Proposed 4 Units
Location
15&13 Park Crescent
Sunshine Beach
SOUTH ELEVATION Client
Mark Bain
SD.503 SCALE1:100 Drawing Title
SOUTH ELEVATION
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.503 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 25
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
PO Box 262
Noosa Heads QLD 4567
Telephone 07 5447 5633
Mobile 0419 758 478
Metal Roof
[email protected]
www.kiddco.com.au
Metal Awning This drawing is to be read in
conjunction with Engineers Drawings &
Powder Coated Aluminium Reports
Framed Windows
Construction to comply
Pastel Paint Finish to with all relevant SAA &
Rendered Block Wall BCA Codes & standard
Bldg By-law 1975 & as
amended
Verify all dimensions on
Powder Coated Aluminium
site prior to commencement
Framed Balustrade 1.2m High
of any works. These
drawings are not to be
Powder Coated Aluminium used for scaling
Framed Bifold Doors Copyright for design &
drawings remain the
Fire door property of the authors.
Project
Proposed 4 Units
Line of Building Location
15&13 Park Crescent
Sunshine Beach
Client
Mark Bain
Drawing Title
WEST ELEVATION WEST ELEVATION
SD.504 SCALE1:100 Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.504 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 26
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
Boundary line
Fall 12m height limit PO Box 262
Noosa Heads QLD 4567
40,050 Roof RL
Telephone 07 5447 5633
Mobile 0419 758 478
39,800 Second Floor Ceiling RL
[email protected]
3,700
www.kiddco.com.au
3,450
This drawing is to be read in
conjunction with Engineers Drawings &
Reports
36,350 Second Floor RL
Construction to comply
with all relevant SAA &
250
36,100 First Floor Ceiling RL BCA Codes & standard
Bldg By-law 1975 & as
amended
3,700
Verify all dimensions on
3,450
site prior to commencement
of any works. These
drawings are not to be
used for scaling
Copyright for design &
32,650 First Floor RL
drawings remain the
property of the authors.
250
32,400 Ground Floor Ceiling RL
3,500
3,250
29,150 Ground Floor RL
866
250
28,900 Basement Ceiling RL NGL
2,650
2,400
26,500 Basement RL Project
Proposed 4 Units
250
Location
15&13 Park Crescent
A Sunshine Beach
Client
SD.601 SCALE1:100
Mark Bain
Drawing Title
SECTION A
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.601 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 27
Noosa Council documents
.
APPROVED PLAN
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
designers
12 Height
PO Box 262
Noosa Heads QLD 4567
40,050 Roof RL
Telephone 07 5447 5633
Mobile 0419 758 478
39,800 Second Floor Ceiling RL
[email protected]
3,700
www.kiddco.com.au
This drawing is to be read in
conjunction with Engineers Drawings &
Reports
36,350 Second Floor RL
Construction to comply
with all relevant SAA &
36,100 First Floor Ceiling RL BCA Codes & standard
Bldg By-law 1975 & as
amended
3,700
Verify all dimensions on
site prior to commencement
of any works. These
drawings are not to be
used for scaling
Copyright for design &
32,650 First Floor RL
drawings remain the
property of the authors.
32,400 Ground Floor Ceiling RL
3,500
29,150 Ground Floor RL
937
28,900 Basement Ceiling RL NGL
2,650
26,500 (Basement) Project
Proposed 4 Units
Location
15&13 Park Crescent
B Sunshine Beach
Client
SD.602 SCALE1:100
Mark Bain
Drawing Title
SECTION B
Scale Date
as shown @A3 Feb 19
Drawn By Job No:
JLK 1802
Drawing No. Issue No.
Document Set ID: 21313327 SD.602 B
Version: 2, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM
Page 28
Noosa Council documents
.
REFERENCE DOCUMENT
MCU20/0073
NOOSA COUNCIL
7 December 2020
.
WORKING FOR YOUR PROJECTS SUCCESS
SLOPE STABILITY ASSESSMENT
Address : 13 & 15 Park Crescent
Sunshine Beach
Client : Mark Bain Constructions
Date : 24 September 2020
Report No : 30206(SL)
Document Set ID: 21313327
21300072
Version: 2,
1, Version Date: 08/12/2020
19/11/2020 Print Date: 8 December 2020, 2:48 PM
Page 29
Noosa Council documents
INTRODUCTION
SCG Consulting Engineers have been commissioned to provide a Slope Stability Assessment for the above
allotment. The assessment considers only the existing state of the allotment and any possible effects that the
proposed works will have on this site.
The proposed works are detailed by Kidd & Co Designers in plans 1802 drawings SD.101 thru to SD.602 dated
February 2020 and consists of multi level units with basement carparking.
SITE DESCRIPTION
A desk top study of the site confirms the following:-
- The site is located within an area on the Noosa Council’s Landslip Hazard Map 1.3 (5 November 2010).
- Reference to the Australian Geological Map 1:100000 Gympie Special confirms the site is located within
the Pleistocene Dune of the late Quaternary period, consisting of Quartz Sand.
- Reference to Sunmap 1:25000 topographic maps confirm the site is located on the Sunshine Beach
Primary Dune.
- Level contours provided on the proposed building plans indicate an average fall across the site of 5-10%.
Maximum grades in the order of 20º occur outside the eastern boundary of the site within the road reserve.
The soil profile for the site consists of the following –
: LOOSE SILTY SANDS INCREASING IN DENSITY WITH DEPTH
Our walkover confirmed the following characteristics-
Site Slope : A visual assessment of the surface grades within the allotment using a hand held
inclometer suggests grades in the order of 5-10% exist across the proposed
construction site. The surface grades within the road reserve increase to 20%. The
measured grades are consistent with the contours indicated on the proposed
construction plans.
Vegetations : Vegetation consists of grasses and scattered trees.
Drainage : The surface drainage is good, sub-surface drainage is good. There was no
indication of ground water seepage or rising water pressure.
Earthworks : Several building platforms exist across the site.
Adjacent Structures : Adjacent structures on the neighbouring properties appear to consist of slab on
ground construction.
Evidence of previous :
Soil Movements None evident.
LANDSLIP MECHANISMS
Landslip is generally defined as the movement of a mass of rock or soil down a slope.
It is generally considered to occur when the strength of the soil or rock mass to support itself is exceeded causing
movement to occur within the mass.
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This loss of strength can occur as a result of numerous circumstances. These include, but are not limited to the
following:-
- Siesmic Activity
- Erosions effects such as wind or fluid scour
- Soil Saturation from rainfall events or defective drainage measures
- Construction/Earthworks activities
- Groundwater variations/movements
- Previous Landslips
The nature of landslips vary with site specific conditions and failure mechanisms that cause the slips to occur.
Appendix B provides some diagrammatic examples of various landslips.
The speed of landslips can vary greatly from millimetres per year to a number of meters in a matter of minutes.
Once again this characteristic is governed by site specific conditions and the failure mechanism causing the slip
to occur.
The allotment is situated within a massive aeolian sand bed of Quaternary age. As a general observation dunal
horizons such as these are stable where;
- The natural slope is less than the angle of repose for sand (30°)
- Vegetation exists to protect from wind generated scour
- The drainage pattern is such that there is no risk of fluvial scour.
These horizons can become unstable when aeolian or fluvial scour erode slopes to angles greater than 30°,
particularly when coincident with vegetation removal.
LANDSLIP HAZARD ASSESSMENT
For our assessment we utilize the Guidelines For Landslip Risk Management Framework as provided by the
Australian Geomechanics Society, in their journal of March 2007. Descriptions used by this framework can be
found appended to this report.
Using the Qualitive Risk Analysis Matrix (refer appendix) we have established the following characteristics for the
allotment.
Landslip Mechanism : Translational or Rotational Flow
We consider a potential landslip mechanism will consist of either a Rotational or Translational Landslide or Creep
movement within the sloping profile. Diagramation representation of these mechanisms are appended to this
report. We are of the opinion that this movement could occur within the loose sand profile.
Likelihood of Landslip : Possible
This is due to the evidence during our site visit which includes the surface grade within the allotment and the
earthworks for the proposed construction.
Consequences to Property : Minor
With these factors considered we classify the allotment as:-
LOW RISK OF LANDSLIP
This assessment does not preclude construction from occurring on the allotment but suggests that measures
must be implemented in the design and construction to mitigate the identified risks.
Such measures are discussed in the following section.
HAZARD MITAGATION – CONSTRUCTION RECOMMENDATIONS
We consider the primary risks for landslip occurring within this allotment is over excavation or, stormwater scour
and vegetation removal.
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The construction of any cut/fill platforms within the site can lead to an increased risk of landslip.
Any over excavated (steep) cuts may lead to landslip. Similarly, steep fill batters may be susceptible to slip or
erosion.
Any exposed fill batters are susceptible to weakening from saturating rains and stormwater scour. This risk is
compounded, where poor compaction is achieved when placing the fill. Any fill batter profiles should be limited
to a maximum grade of 1 to 3 (vertical to horizontal). Where possible the fill platform should be benched into the
natural profile after the removal of all organic material including topsoils. The fill material should be placed and
compacted to achieve a minimum relative field density of 95%. Surface stormwater runoff should be diverted
around fill batters. Vegetating the fill batter can improve the batters ability to resist slip and or scour. Where
these recommendations are unachievable, benching, shoring or retaining measures should be implemented.
Any permanent exposed cut batters should be limited to a maximum slope of 1 to 2.5 (vertical to horizontal). The
face should be protected from stormwater scour with cut off drains above the cut. Catch drains should also be
provided along the base of the cut. The drains must dissipate all stormwater from above and below the cut.
Vegetating the cut batter can improve the batters ability to resist slip and scour. Steeper batters should be
retained with engineer designed retaining walls.
All excavations both temporary and permanent must be adequately battered or retained to prevent collapse.
Temporary excavations for retaining walls can have exposed cut batters of 1 to 1.7 (vertical to horizontal) taken
from the base of the excavation. These earthworks must incorporate shallow surface spoon drains at the base
and along the high side of the cut. Drains must have an efficient outflow down-slope and clear of the construction
area. Any exposed soil face should also be protected against the potential for stormwater erosion. Saturation of
the exposed cut batter from prolonged rainfall will potentially de-stabilise the cut batter. Programming of the
works must consider this possibility. Temporary backfilling of the slope may be required. Should these
recommendations be un-achievable the builder should seek guidance from this office on temporary shoring,
benching or other suitable techniques.
All earthworks should be constructed in accordance with AS3798-1996 ‘Guidelines on earthworks for commercial
and residential developments’ and sound engineering theory.
The builder must ensure the stability of neighbouring structures is maintained through not undermining
their foundations. This is achieved via restricting any earthworks to above a line radiating downwards
at an angle of 1 in 1.7 (vertical to horizontal) from the base of the foundation/structure to be protected.
Retaining walls for landscaping purposes would need to be constructed with consideration of maintaining stability
of the surrounding ground during construction. Such measures would include limiting the slope of any excavations
to a slope of 1 vertical to 2 horizontal and protecting the works against stormwater scour. The retaining wall
designs must allow for the lateral soil pressures expected including additional surcharging from sloping backfills.
Although we consider the allotment stable in its current form there will always be a risk of landslip under severe
stormwater conditions.
Measures that will reduce this risk include the following but are not limited to.
The finished ground surface should be leveled and graded to ensure no concentration of stormwater runoff
leading to ground scour can occur.
Any collected stormwater from areas other than the roof should be disposed of downslope from the proposed
dwelling and should also ensure no ground scour can occur.
All stormwater runoff from hard landscaped areas should be directed around the perimeter of the house and
contained within the site via diversion bunding, scour proof drains and field inlets. Stormwater runoff from roofed
areas should be disposed of via piping to the road reserve via approved kerb adaptors.
All existing cross allotment flows from neighbouring properties must also be considered, managed and
maintained. Clear unhindered drainage paths must be provided and maintained during and beyond construction.
All constructed retaining walls must have effective drainage measures upslope and beyond the walls to relieve
any sub-surface water pressure/build-up. These drains must be maintained and flushed out regularly. To achieve
this we recommend bringing the upstream end of the drain to surface and capping off to allow future flush out.
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We have attached guidelines for hillside construction extracted from Australian Geomechanics vol. 35 March
2000 – “Landslide Risk Management”. These references provide commentary on good design and building
practice.
We trust this meets with your requirements, however should you have any queries on the above matter please
contact the undersigned.
Yours faithfully
Sean Richardson RPEQ 5835
For and on behalf of
SCG CONSULTING ENGINEERS
Encs Appendix A - Some Guidelines for Hillside Construction
Appendix B - Landslip Mechanisms
Appendix C - Landslip Risk Assessment Matrix
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APPENDICES
A. SOME GUIDELINES FOR HILLSIDE CONSTRUCTION
B. LANDSLIP MECHANISMS
C. LANDSLIP RISK ASSESSMENT MATRIX
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PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007
APPENDIX A - SOME GUIDELINES FOR HILLSIDE CONSTRUCTION
GOOD ENGINEERING PRACTICE POOR ENGINEERING PRACTICE
ADVICE
GEOTECHNICAL Obtain advice from a qualified, experienced geotechnical practitioner at early Prepare detailed plan and start site works before
ASSESSMENT stage of planning and before site works. geotechnical advice.
PLANNING
SITE PLANNING Having obtained geotechnical advice, plan the development with the risk Plan development without regard for the Risk.
arising from the identified hazards and consequences in mind.
DESIGN AND CONSTRUCTION
Use flexible structures which incorporate properly designed brickwork, timber Floor plans which require extensive cutting and
or steel frames, timber or panel cladding. filling.
HOUSE DESIGN
Consider use of split levels. Movement intolerant structures.
Use decks for recreational areas where appropriate.
SITE CLEARING Retain natural vegetation wherever practicable. Indiscriminately clear the site.
ACCESS & Satisfy requirements below for cuts, fills, retaining walls and drainage. Excavate and fill for site access before
DRIVEWAYS Council specifications for grades may need to be modified. geotechnical advice.
Driveways and parking areas may need to be fully supported on piers.
EARTHWORKS Retain natural contours wherever possible. Indiscriminatory bulk earthworks.
Minimise depth. Large scale cuts and benching.
CUTS Support with engineered retaining walls or batter to appropriate slope. Unsupported cuts.
Provide drainage measures and erosion control. Ignore drainage requirements
Minimise height. Loose or poorly compacted fill, which if it fails,
Strip vegetation and topsoil and key into natural slopes prior to filling. may flow a considerable distance including
Use clean fill materials and compact to engineering standards. onto property below.
FILLS Batter to appropriate slope or support with engineered retaining wall. Block natural drainage lines.
Provide surface drainage and appropriate subsurface drainage. Fill over existing vegetation and topsoil.
Include stumps, trees, vegetation, topsoil,
boulders, building rubble etc in fill.
ROCK OUTCROPS Remove or stabilise boulders which may have unacceptable risk. Disturb or undercut detached blocks or
& BOULDERS Support rock faces where necessary. boulders.
Engineer design to resist applied soil and water forces. Construct a structurally inadequate wall such as
Found on rock where practicable. sandstone flagging, brick or unreinforced
RETAINING
Provide subsurface drainage within wall backfill and surface drainage on slope blockwork.
WALLS
above. Lack of subsurface drains and weepholes.
Construct wall as soon as possible after cut/fill operation.
Found within rock where practicable. Found on topsoil, loose fill, detached boulders
Use rows of piers or strip footings oriented up and down slope. or undercut cliffs.
FOOTINGS
Design for lateral creep pressures if necessary.
Backfill footing excavations to exclude ingress of surface water.
Engineer designed.
Support on piers to rock where practicable.
SWIMMING POOLS Provide with under-drainage and gravity drain outlet where practicable.
Design for high soil pressures which may develop on uphill side whilst there
may be little or no lateral support on downhill side.
DRAINAGE
Provide at tops of cut and fill slopes. Discharge at top of fills and cuts.
Discharge to street drainage or natural water courses. Allow water to pond on bench areas.
SURFACE Provide general falls to prevent blockage by siltation and incorporate silt traps.
Line to minimise infiltration and make flexible where possible.
Special structures to dissipate energy at changes of slope and/or direction.
Provide filter around subsurface drain. Discharge roof runoff into absorption trenches.
Provide drain behind retaining walls.
SUBSURFACE
Use flexible pipelines with access for maintenance.
Prevent inflow of surface water.
Usually requires pump-out or mains sewer systems; absorption trenches may Discharge sullage directly onto and into slopes.
SEPTIC &
be possible in some areas if risk is acceptable. Use absorption trenches without consideration
SULLAGE
Storage tanks should be water-tight and adequately founded. of landslide risk.
EROSION Control erosion as this may lead to instability. Failure to observe earthworks and drainage
CONTROL & Revegetate cleared area. recommendations when landscaping.
LANDSCAPING
DRAWINGS AND SITE VISITS DURING CONSTRUCTION
DRAWINGS Building Application drawings should be viewed by geotechnical consultant
SITE VISITS Site Visits by consultant may be appropriate during construction/
INSPECTION AND MAINTENANCE BY OWNER
OWNER’S Clean drainage systems; repair broken joints in drains and leaks in supply
RESPONSIBILITY pipes.
Where structural distress is evident see advice.
If seepage observed, determine causes or seek advice on consequences.
Australian Geomechanics Vol 42 No 1 March 2007 113
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PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007
114 Australian Geomechanics Vol 42 No 1 March 2007
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APPENDIX B
PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007
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PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007
APPENDIX C: LANDSLIDE RISK ASSESSMENT
QUALITATIVE TERMINOLOGY FOR USE IN ASSESSING RISK TO PROPERTY
QUALITATIVE MEASURES OF LIKELIHOOD
Approximate Annual Probability
Implied Indicative Landslide
Description Descriptor Level
Indicative Notional Recurrence Interval
Value Boundary
10-1 5x10-2
10 years The event is expected to occur over the design life. ALMOST CERTAIN A
-2
20 years The event will probably occur under adverse conditions over the
10 100 years
design life.
LIKELY B
-3
-3 5x10 200 years
10 1000 years The event could occur under adverse conditions over the design life. POSSIBLE C
5x10-4 2000 years
-4 The event might occur under very adverse circumstances over the
10 10,000 years
design life.
UNLIKELY D
5x10-5 20,000 years
10-5 100,000 years
The event is conceivable but only under exceptional circumstances
RARE E
over the design life.
-6 5x10-6 200,000 years
10 1,000,000 years The event is inconceivable or fanciful over the design life. BARELY CREDIBLE F
Note: (1) The table should be used from left to right; use Approximate Annual Probability or Description to assign Descriptor, not vice versa.
QUALITATIVE MEASURES OF CONSEQUENCES TO PROPERTY
Approximate Cost of Damage
Description Descriptor Level
Indicative Notional
Value Boundary
Structure(s) completely destroyed and/or large scale damage requiring major engineering works for
200% CATASTROPHIC 1
stabilisation. Could cause at least one adjacent property major consequence damage.
100%
Extensive damage to most of structure, and/or extending beyond site boundaries requiring significant
60% MAJOR 2
stabilisation works. Could cause at least one adjacent property medium consequence damage.
40%
Moderate damage to some of structure, and/or significant part of site requiring large stabilisation works.
20% MEDIUM 3
Could cause at least one adjacent property minor consequence damage.
10%
5% 1% Limited damage to part of structure, and/or part of site requiring some reinstatement stabilisation works. MINOR 4
Little damage. (Note for high probability event (Almost Certain), this category may be subdivided at a
0.5% INSIGNIFICANT 5
notional boundary of 0.1%. See Risk Matrix.)
Notes: (2) The Approximate Cost of Damage is expressed as a percentage of market value, being the cost of the improved value of the unaffected property which includes the land plus the
unaffected structures.
(3) The Approximate Cost is to be an estimate of the direct cost of the damage, such as the cost of reinstatement of the damaged portion of the property (land plus structures), stabilisation
works required to render the site to tolerable risk level for the landslide which has occurred and professional design fees, and consequential costs such as legal fees, temporary
accommodation. It does not include additional stabilisation works to address other landslides which may affect the property.
(4) The table should be used from left to right; use Approximate Cost of Damage or Description to assign Descriptor, not vice versa
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PRACTICE NOTE GUIDELINES FOR LANDSLIDE RISK MANAGEMENT 2007
APPENDIX C: – QUALITATIVE TERMINOLOGY FOR USE IN ASSESSING RISK TO PROPERTY (CONTINUED)
QUALITATIVE RISK ANALYSIS MATRIX – LEVEL OF RISK TO PROPERTY
LIKELIHOOD CONSEQUENCES TO PROPERTY (With Indicative Approximate Cost of Damage)
Indicative Value of 1: CATASTROPHIC 2: MAJOR 3: MEDIUM 4: MINOR 5:
Approximate Annual 200% 60% 20% 5% INSIGNIFICANT
Probability 0.5%
A – ALMOST CERTAIN 10-1 VH VH VH H M or L (5)
B - LIKELY 10-2 VH VH H M L
C - POSSIBLE 10-3 VH H M M VL
D - UNLIKELY 10-4 H M L L VL
E - RARE 10-5 M L L VL VL
F - BARELY CREDIBLE 10-6 L VL VL VL VL
Notes: (5) For Cell A5, may be subdivided such that a consequence of less than 0.1% is Low Risk.
(6) When considering a risk assessment it must be clearly stated whether it is for existing conditions or with risk control measures which may not be implemented at the current
time.
RISK LEVEL IMPLICATIONS
Risk Level Example Implications (7)
Unacceptable without treatment. Extensive detailed investigation and research, planning and implementation of treatment
VH VERY HIGH RISK options essential to reduce risk to Low; may be too expensive and not practical. Work likely to cost more than value of the
property.
Unacceptable without treatment. Detailed investigation, planning and implementation of treatment options required to reduce
H HIGH RISK
risk to Low. Work would cost a substantial sum in relation to the value of the property.
May be tolerated in certain circumstances (subject to regulator’s approval) but requires investigation, planning and
M MODERATE RISK implementation of treatment options to reduce the risk to Low. Treatment options to reduce to Low risk should be
implemented as soon as practicable.
Usually acceptable to regulators. Where treatment has been required to reduce the risk to this level, ongoing maintenance is
L LOW RISK
required.
VL VERY LOW RISK Acceptable. Manage by normal slope maintenance procedures.
Note: (7) The implications for a particular situation are to be determined by all parties to the risk assessment and may depend on the nature of the property at risk; these are only given as a
general guide.
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PO Box 141, Tew antin, QLD 4565
Phone (07) 5329 6500 Fax (07) 5329 6501
Email: [email protected] Website: www.noosa.qld.gov.au
ABN 97 969 214 121
INFRASTRUCTURE CHARGES NOTICE
To: M ark Bain Infrastructure Charges Notice No: N1583
C/- Pivotal Perspective Pty Ltd Revision: 0
4/59 Mary Street
NOOSAVILLE QLD 4566 Date of Issue: 8 December 2020
Email: [email protected]
Notice is hereby given that this infrastructure charge notice is levied by the Noosa Shire Council on the
described land in accordance with the planning legislation applicable at the time of issue.
DEVELOPMENT AND LAND TO WHICH THE INFRASTRUCTURE CHARGE APPLIES:
Development Approval Reference: MCU20/0073
Land / Property Address: 13 & 15 Park Crescent SUNSHINE BEACH QLD 4567
Real Property Description: Lot 1, 2 & 3 BUP 4161 + Lot 447 RP 48112
INFRASTRUCTURE CHARGE LEVIED BY COUNCIL ISSUED UNDER:
• Noosa Shire Council Charges Resolution (No.5) 2020 (effective 31 July 2020)
*NET INFRASTRUCTURE CHARGE PAYABLE = $15,545.00
Planning Regulation at
*Current at: 2020-2021 Financial Year
*SUBJECT TO AUTOMATIC INCREASE PROVISION:
The net infrastructure charge amount payable is subject to automatic indexation to the time of making
payment. Indexation is applied annually per Financial Year using variations applicable to the “maximum
amount” possible to be issued under the Planning Regulation 2017 as amended in accordance with the
legislation from the stipulated base date to the time of issue and payment.
NOTE:
• The Council Infrastructure Charges calculation details are provided on page 3 of this notice.
• Separate Infrastructure Charges may be issued by Unitywater as applicable.
DATE FOR PAYMENT OF THE INFRASTRUCTURE CHARGE
The Infrastructure Charge is to be paid to NOOSA COUNCIL as follows:
DEVELOPMENT PERMIT TYPE DUE DATE FOR PAYMENT
Material Change of Use When the change happens
(i.e. on completion of development &/or commencement of use)
*CONTACT COUNCIL 5 days PRIOR TO MAKING PAYMENT FOR THE CURRENT AMOUNT DUE.
Further information on Infrastructure Charges is available on Council’s website:
https://www.noosa.qld.gov.au/homepage/165/infrastructure-charges
PO Box 141 P. (07) 5329 6500 [email protected]
TEWANTIN QLD 4565 F. (07) 5329 6501 www.noosa.qld.gov.au ICN - Page 1
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REFUND PROVISION:
Where the value of a “Trunk” Infrastructure Offset exceeds the Net Infrastructure Charge Payable, a refund
will be provided in accordance with Clause 12.4 of Council’s Resolution.
TERMS OF REFUND REFUND AMOUNT
Not Applicable $0.00
INFRASTRUCTURE CHARGES TAKEN TO BE A RATE:
A levied charge is, for the purpose of its recovery, taken to be rates of the local government that levied
the charge. Within the meaning of the Local Government Act, this means:
a. an infrastructure charge may be recovered by court action for a debt;
b. an infrastructure charge may be recovered from the person for the time being owning the
relevant land, regardless of who was the owner or other person upon whom the charges was
imposed;
c. Interest is payable on overdue payments; and
d. If charges are unpaid for 3 years, the land can be sold to recover the outstanding charges.
INTEREST ON OVERDUE CHARGES:
Compound interest calculated daily at the rate stated in “Council’s Revenue Statement” is payable on
all overdue infrastructure charges outstanding after the due date for payment stated in the charges notice.
GOODS AND SERVICES TAX:
The federal government has determined that rates and utility charges levied by local government will
be GST free. Accordingly, no GST is included in this infrastructure charges notice.
INFRASTRUCTURE CHARGES ENQUIRIES:
Enquiries regarding this infrastructure charges notice should be directed to Council’s office:
• Phone (07) 5329 6211 or 5329 6449 during office hours; or
• E-mail: [email protected]
METHODS OF PAYMENT:
Cheque or money order to be made payable to: Noosa Council
Mail
PO Box 141, Tewantin, QLD 4565
Noosa Council, 9 Pelican Street, Tewantin
In Person
Office hours: 8.30 am to 4.30 pm Monday to Friday (excludes public holidays)
Mastercard or Visa only
Credit Card Note: All payments made by credit card will incur a 0.5% surcharge to reflect the
cost of fees charged for credit card transactions.
Payment by electronic transfer direct to Council’s Bank Account is only
Direct Bank Transfer available by special arrangement. Contact Infrastructure Enquiries at:
[email protected]
SPECIAL NOTES:
Nil
PO Box 141 P. (07) 5329 6500 [email protected]
TEWANTIN QLD 4565 F. (07) 5329 6501 www.noosa.qld.gov.au ICN - Page 2
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INFRASTRUCTURE CHARGE CALCULATION DETAILS:
The infrastructure charge is calculated in accordance with Council’s Infrastructure Charges Resolution incorporating the charge apportionment (break-up) agreement with Unitywater in
compliance with the planning legislation and regulations applying at the time of issuing the notice.
NOOSA SHIRE COUNCIL CHARGES RESOLUTION (No.5.1) 2020 (Effective 16 October 2020)
The Noosa Plan 2006 Planning Regulation 2017 &
(Superseded planning scheme) The Noosa Plan 2020
Current at: 28 August 2019 for the 2020-2021 Financial Year
Column 1a Column 1b Column 2 Column 3 MCU20/0073
COUNCIL COUNCIL
Planning Regulation 2017 COUNCIL CHARGE CALCULATION
APPORTIONMENT CHARGE
Schedule 16 Prescribed amount NET
Use Use
(As inserted by the Planning Legislation (Fees and Other (per Charges breakup agreement APPROVED EXISTING CHARGE
CHARGEABL
Amounts) Amendment Regulation 2020) of Prescribed amount) QTY QTY AMOUNT $
E QTY
Residential uses
• Detached house
1 Dwelling house
• Ancillary dwelling unit for each dwelling with 3 or more bedrooms $30,226.70 60% $18,136.02 4 1 3 $54,408.06
2 Dual occupancy
Multiple housing
3 Caretaker’s accommodation
• Type 2 Duplex for each dwelling with 2 bedrooms $21,590.50 60% $12,954.30 3 -3 -$38,862.90
4 Multiple dwelling
• Type 4 Conventional
Sub-Total, Residential = $15,545.16
Calculation at
Planning
Regulation
2020-2021
Financial Year
CALCULATED INFRASTRUCTURE CHARGE = $15,545.00
Transport and/or Stormwater network service reductions due to
Location $0.00
development location
Council Policy “Infrastructure Charges Rebates For Community
Rebate $0.00
Organisations”
REDUCTIONS
Trunk Infrastructure Offset $0.00
Other $0.00
*NET INFRASTRUCTURE CHARGE PAYABLE = $15,545.00
PO Box 141 P. (07) 5329 6500 [email protected]
TEWANTIN QLD 4565 F. (07) 5329 6501 www.noosa.qld.gov.au ICN - Page 3
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PO Box 141, Tew antin, QLD 4565
Phone (07) 5329 6500 Fax (07) 5329 6501
Email: [email protected] Website: www.noosa.qld.gov.au
ABN 97 969 214 121
ADDITIONAL INFORMATION ON
INFRASTRUCTURE CHARGES NOTICE
1. PRELIMINARY
Infrastructure charges are triggered and issued on development approvals as a contribution towards the cost
of "trunk" infrastructure provided to service development and are governed by “Charges Resolutions” adopted
by local government in accordance with the planning legislation and regulations current at the time of issue.
• Infrastructure Charges Notices are issued separately by both Council and Unitywater relating to
their specified “Trunk” infrastructure networks.
2. DEVELOPMENT ASSESSMENT, DECISION AND REASONS FOR ISSUING CHARGE
The planning legislation provides for the following:
a) authorises local governments to do either or both of the following for development approvals in relation
to trunk infrastructure—
(i) adopt, by resolution, charges for development infrastructure and levy the charges (Refer to the
"Noosa Shire Council Charges Resolution” under which the infrastructure charge was issued);
(ii) impose particular conditions about development infrastructure; and
b) authorises local governments, for non-trunk infrastructure, to impose particular conditions about
development infrastructure; and
c) provides for a regulation to govern local government adopted charges and charges by distributor-
retailers under the SEQ Water Act for trunk infrastructure.
The triggers for issuing infrastructure charges are generally triggered by the issue of a development permi t
for either:
(1) Reconfiguration of a lot; or
(2) Material Change of Use of Premises; or
(3) Building Works; or
(4) Other development.
Infrastructure charges are not imposed by condition on a development permit - they are an action that follows
the issue of a permit. So consequently, charges may be imposed in cases where a development permit for a lot
reconfiguration or material change of use of premises has previously been granted, but a development permi t
for building works is yet to issue.
Council’s decision and reason/s for issuing the infrastructure charge is because the development results in an
increase in the type/s and/or quantity in use/s on the site and therefore places additional demand on
infrastructure. The determination of additional demand on infrastructure correlates directly to the
infrastructure charge calculation undertaken in accordance with Council’s Charges Resolution and the planning
legislation. Refer also to Queensland State Government Fact Sheet: “Local government infrastructure
framework, Calculating additional demand and existing use credits”.
The Infrastructure Charges Notice includes “Special Notes” (if applicable) on page 2 and together with the
infrastructure charge calculation on page 3, provides full and factual details to enable the applicant to review
and if required, for making a submission to Council on the infrastructure charge issued in relation to any of
the following:
PO Box 141 P. (07) 5329 6500 [email protected]
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1. the types and quantities of uses approved by the development permit for the site which may relate to:
a. the total development of the site; or alternatively,
b. just the additional development to that existing on the site.
2. the types and quantities of existing or previously existing “lawful” uses to be used as existing credits
in calculations relating to the total development of the site (applying to calculations under 1. a. above);
3. offsets for “trunk” infrastructure that is contained in a development permit condition to be provided
by the development for crediting against the infrastructure charge calculation (if applicable); and
4. any other mitigating items (if applicable) that impact the net infrastructure charge amount payable.
Should the applicant believe these details to be incorrect or an omission exists, the applicant may make
representation/s to Council on the Infrastructure Charges Notice providing full supporting particulars with
documentation to enable review of the additional information to be conducted. Where representations are
agreed and verified as being correct, the representation/s will form the basis for a negotiated/amend ed
infrastructure charges notice to be issued as applicable.
Under the planning legislation, a levied charge paid to a local government must be used to provide trunk
infrastructure. Council’s planning scheme identifies trunk infrastructure in Schedule 9.2-Schedule of Works
of its Local Government Infrastructure Plan (LGIP). https://www.noosa.qld.gov.au/view-the-noosa -plan
3. FURTHER INFORMATION & INFRASTRUCTURE CHARGES ENQUIRIES
Further information on Infrastructure Charges is provided for viewing on Council’s website:
https://www.noosa.qld.gov.au/homepage/165/infrastruc ture-c harges
Infrastructure charges enquiries should be directed to the appropriate entity as follows:
(1) Council Infrastructure Charges enquiries should be directed to Noosa Council’s office:
Phone: (07) 5329 6211 or 5329 6449 during office hours; or
E-mail: [email protected]
(2) Unitywater Infrastructure Charges enquiries should be directed to Unitywater’s office:
Phone: 1300 086 489 or (07) 5431 8333 during office hours; or
E-mail: development.services@uni tywater.com
5. RIGHTS OF APPEAL
Prior to making an appeal about an infrastructure charge notice, the recipient must first suspend the
appeal period and make written representations to Council about the infrastructure charges notice in
accordance with the planning legislation. Full particulars with supporting documentation must be provided
by the recipient to enable Council’s assessment of the representation to occur.
If Council agrees or agrees in part with the representations, a Negotiated/Amended Infrastructure
Charges Notice will be issued accordingly with details of Council’s decision.
If Council does not agree with the representations, the Infrastructure Charges Notice issued remains
unchanged and details of Council’s decision will be provided.
The appeal period for the infrastructure charges notice starts again when Council gives the decision notice
about the representations to the recipient.
The applicant may appeal against Council’s decision on representations and a copy of the relevant appeal
provisions from the Planning Act 2016 is provided on the following page.
PO Box 141 P. (07) 5329 6500 [email protected]
TEWANTIN QLD 4565 F. (07) 5329 6501 www.noosa.qld.gov.au ICN - Page 5
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PO Box 141 P. (07) 5329 6500 [email protected]
TEWANTIN QLD 4565 F. (07) 5329 6501 www.noosa.qld.gov.au ICN - Page 6
Document Set ID: 21313910
Version: 1, Version Date: 08/12/2020 Print Date: 8 December 2020, 2:48 PM