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2017-01-19 Ordinary Meeting Minutes
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MINUTES
Ordinary Meeting
Thursday, 19 January 2017
commencing at 6pm
Council Chambers, 9 Pelican Street, Tewantin
Crs Tony Wellington (Chair), Jess Glasgow, Ingrid Jackson, Joe Jurisevic,
Frank Pardon, Brian Stockwell, Frank Wilkie
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Section 2
ORDINARY MEETING MINUTES 19 JANUARY 2017
1 ATTENDANCE & APOLOGIES
COUNCILLORS
Councillor T Wellington, Mayor
Councillor J Glasgow
Councillor I Jackson
Councillor J Jurisevic
Councillor F Pardon
Councillor B Stockwell
Councillor F Wilkie
EXECUTIVE
B de Chastel, Chief Executive Officer
A Rogers, Director Community Services
M Shave, Director Corporate Services
D Iezzi, Executive Manager
APOLOGIES
Nil.
The meeting commenced at 6.00pm
2 CONFIRMATION OF MINUTES
Council Resolution
Moved: Cr Wilkie
Seconded: Cr Jackson
The Minutes of the Ordinary Meeting held on 15 December 2016 be received and confirmed.
Carried.
3 MAYORAL MINUTES
Nil.
4 PETITIONS
1 PETITION: REQUEST TO COUNCIL TO DESIGNATE A DOG OFF LEASH AREA
IN COORAN
Council Resolution
Moved: Cr Jurisevic
Seconded: Cr Wilkie
That the petition tabled by Cr Jurisevic requesting Council to designate a dog off leash
area in Cooran be received and referred to the Chief Executive Officer to determine
appropriate action.
Carried.
5 NOTIFIED MOTIONS
Nil.
Page 2 of 24
Section 3
ORDINARY MEETING MINUTES 19 JANUARY 2017
6 CONSIDERATION OF COMMITTEE RECOMMENDATIONS
GENERAL COMMITTEE RECOMMENDATIONS
16 JANUARY 2017 – Crs. Frank Wilkie (Chair), Jess Glasgow, Ingrid Jackson, Joe Jurisevic,
Frank Pardon, Brian Stockwell and Tony Wellington.
1 MCU16/0079 - DEVELOPMENT APPLICATION FOR MATERIAL CHANGE OF USE FOR
EXTENSION TO NOOSA TEWANTIN RSL CLUB AT 5 MEMORIAL AVE, TEWANTIN
Cr Pardon declared a perceived conflict of interest in this matter (as defined in section 173 of the Local
Government Act 2009) due to his life membership of the RSL Club. Cr Pardon left the meeting room
for the debate and decision on this matter.
Cr Stockwell declared a perceived conflict of interest in this matter (as defined in section 173 of the
Local Government Act 2009) as the RSL Club is a sponsor of Club of which Cr Stockwell is an
Executive Member. Cr Stockwell believed he could consider this item impartially and in the public
interest and therefore remained in the meeting room for the debate and decision on this matter.
Cr Wellington declared a perceived conflict of interest in this matter (as defined in section 173 of the
Local Government Act 2009) due to his general membership of the RSL Club. Cr Wellington believed
he could consider this item impartially and in the public interest and therefore remained in the meeting
room for the debate and decision on this matter.
Council Resolution
Moved: Cr Stockwell
Seconded: Cr Glasgow
That Council note the report by the Manager Planning & Environment to the General
Committee Meeting dated 16 January 2017 regarding Application No. MCU16/0079 for a
Development Permit for Material Change of Use of Premises for extensions to RSL Club
situated at 5 Memorial Avenue, Tewantin, described as Lot 3 on T16319 and Lot 10 on SP
273411 and defer the application to a future round of meetings in order that a peer review
from a Council chosen architect may occur and further consideration given to the driveway
placements, the setbacks on Pelican Street and the overall aesthetic appearance.
Carried.
Crs. Stockwell and Wellington voted in favour of the motion.
Cr Pardon re-joined the meeting.
3 FURTHER REPORT MCU16/0066 & OPW16/0133 APPLICATION FOR SERVICE
STATION, CONVENIENCE SHOP & FOOD OUTLET & SIGNAGE AT 6 TAYLOR COURT,
COOROY
Council Resolution
Moved: Cr Stockwell
Seconded: Cr Jackson
That Council note the report by the Development Planner to the Planning and Environment
Committee dated 6 December 2016 and the Further Reports to the General Committee
Meetings dated 12 December 2016 and 16 January 2017, regarding Application No.
MCU16/0066 & OPW16/0133 for a Development Permit for Material Change of Use of
Premises - Retail Business Type 2 Shop & Type 5 Vehicle Uses, Entertainment & Dining
Business Type 1 - Food & Beverages and Operational Works for Signage, situated at 6
Taylor Court, Cooroy and:
A. Approve the application in accordance with the following conditions:
Page 3 of 24
Section 4
ORDINARY MEETING MINUTES 19 JANUARY 2017
PLANNING
When Conditions must be Complied With
1. Unless otherwise stated, all conditions of this Decision Notice must be complied
with prior to the use commencing, and then compliance maintained at all times
while the use continues.
Approved Plans
2. Development undertaken in accordance with this approval must generally comply
with the approved plans of development. The approved plans are listed in the
following table unless otherwise amended by these conditions.
Plan No. Rev. Plan/Document Name Date
DA-02 P5 Site Plan, prepared by Red Dog Architects 19/10/2016
DA-05 P5 North Elevation, prepared by Red Dog Architects 19/10/2016
DA-06 P5 South Elevation, prepared by Red Dog Architects 19/10/2016
DA-07 P5 East & West Elevations, prepared by Red Dog 19/10/2016
Architects
3. The Approved Plans must be amended to incorporate the amendments listed
within this Decision Notice and resubmitted to Council prior to the issue of
Development Permit for Operational Works for any civil works.
Built form
4. The building design must be amended to include architectural design features
that reflect the hinterland/village character of the locality. Design outcomes such
as traditional roof form, timber framed windows, eaves and the like must be
included.
5. The development must include a tourist kiosk which includes but is not limited to
an interpretive map promoting the opportunities in Cooroy, Pomona, Cooran and
Kin Kin localities, the Noosa Country Drive and Recreational Vehicle Stop over
locations. The kiosk must have a minimum floor area of 10m². The content and
design of the kiosk must be submitted to Council prior to the issue of an
operational works approval for any civil works.
Nature and Extent of Approved Use
6. The approved Gross Floor Area of the Service Station and Convenience Shop is
195m².
7. The approved Use Area of the Entertainment and Dining Business is 255m²
including the outdoor dining area.
8. The development may operate 24 hours.
9. The development must include an electric charge station.
Building Height
10. The maximum height of the development must not exceed 8 metres above the
finished ground level and the natural ground level.
11. 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.
Page 4 of 24
Section 5
ORDINARY MEETING MINUTES 19 JANUARY 2017
Performance Bond
12. Security in the form of a cash bond or trading bank guarantee to the sum of
$15,000 must be submitted to Council, to secure performance of all conditions of
this approval, prior to the issue of a Development Permit for Operational Works
for any civil works (or landscaping). The cash bond or trading bank guarantee
will be returned on performance of the conditions of approval less any costs
incurred by Council in respect of enforcing performance of this permit. Council
reserves the right to call upon the bond or guaranteed sum to effect compliance
with conditions.
Landscaping
13. The development must be landscaped generally in accordance with the approved
site plan, Planning Scheme Policy PSP3 - Landscaping Plants and Guidelines
and an Operational Works approval and must include in particular:
a. the 5m wide garden and associated larger corner gardens along the Holts
Road frontage must be densely landscaped with suitable low to medium
height plantings
b. the 5m wide garden along the northern and western boundaries must be
densely landscaped to help mitigate light emanating from the site at night.
The planted vegetation must have a minimum pot size of 45 litres and
consist of native, endemic species with a mature height of not less than 10
metres and a maximum spacing of 4 metre centres.
c. five (5) x 45 litre street trees evenly spaced in the Taylor Court road reserve
fronting the site.
Earthworks
14. All earthworks, associated batters and retaining walls must be undertaken in
accordance with an Operational Works approval, and must in particular:
a. be carried out in accordance with a site-specific Geotechnical Investigation
Report prepared by a suitably qualified person*
b. be undertaken in compliance with the provisions of Australian Standard
AS3798: Guidelines on Earthworks for Commercial and Residential
Developments
c. all fill and associated batters must be contained entirely within the subject
site unless written permission from the respective landowner(s) is provided
to Council.
15. All Earthworks and construction works must be carried out taking into
consideration the protection of any existing above and below surface services,
and the stability and protection of fences and any buildings and structures on the
adjoining properties.
Site Access and Driveways
16. Sealed access driveways must be provided from Taylor Court to all parking and
manoeuvring areas of the development generally in accordance with the
approved plans. The works must be undertaken in compliance with an
Operational Works approval and must include in particular:
a. a driveway crossover generally in accordance with the approved plans and
standard drawing SEQ R-051 with a width not exceeding 9.0m at the
boundary line
b. traffic restriction signage to identify Exit Only and Entry Only requirement
in accordance with approved plans
Page 5 of 24
Section 6
ORDINARY MEETING MINUTES 19 JANUARY 2017
c. grades and configuration that demonstrate smooth maneuvering and
adequate ground clearance (no bottoming down) for for all vehicles and
particularly for fuel tankers, articulated vehicles, heavy rigid vehicles along
the vehicles traveling paths
d. finished levels and grades to match the existing concrete pathway along
the frontage of the site
e. any landscaping, retaining walls, fences and fixtures near the access entry
point must comply with AS 2890.1 requirements for sight visibility for
pedestrians and cyclists at driveways
f. adjustment to any affected utility services in accordance with the
requirements of the relevant service provider.
Car Parking
17. A minimum of 33 car parking spaces and 4 motor cycle spaces must be provided
and marked on the site generally in accordance with the approved plans and in
compliance with Australian Standard AS2890: Parking Facilities for User Class
3A Table1.1. The works must be undertaken in accordance with an Operational
Works approval and must include in one (1) disabled parking space within the
total.
18. 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.
19. Prior to the submission of any Operational Works Application, the applicant must
provide a Traffic Management Plan for the refueling procedure that demonstrates
no adverse impact on traffic movements in Taylor Court or on the internal traffic
within the site. The plan should include any necessary time restrictions to be
implemented on refueling operation schedules to address the potential of
adverse impact on traffic.
20. All driveways, cars, motor cycles and bicycles parking areas must be line marked
in accordance with approved plan/s.
External Works Frontage Reinstatement Works
21. Frontage and external works be undertaken in accordance with an Operational
Works approval and must include in particular:
a. an extension to the existing concrete footpath to a new pram ramp facing
south direction at the intersection of Taylor Court and Holt Road in
compliance with current engineering standard drawings
b. all redundant driveways to the site must be removed and the kerb, footpath
and verge area are reinstated to match the balance of the site frontage,
including the provision of topsoil and turf where the existing verge is
grassed
c. replacement of any removed street trees
d. all necessary linemarking and other traffic measures in Taylor Court and
its intersection with Holts Road to improve traffic safety and address any
potential adverse traffic impacts caused by the increase in traffic generated
by the development.
This condition is imposed pursuant to s665 of the Sustainable Planning Act 2009
being non-trunk infrastructure.
Page 6 of 24
Section 7
ORDINARY MEETING MINUTES 19 JANUARY 2017
Pedestrian and Bicycle Facilities
22. 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. signage and lighting at strategic locations to direct people to building
entries.
b. any required pedestrian refuge areas within the carpark to ensure safe and
convenient pedestrians movements within the site.
c. a total of 9 bicycle parking spaces and 5 end of trip lockers.
Electricity and Telecommunication Services
23. 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.
24. Any requirement by a service provider to alter, upgrade or encase an existing
service within the work site must be carried out at the applicant’s expense.
25. Certification must be submitted to Council from all relevant service providers
which certifies that the development has met the requirements of this Decision
Notice and all applicable legislation at the time of construction.
Damage to Services and Assets
26. Any damage caused to existing services and assets above or below the ground
must be repaired:
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.
Stormwater Drainage
27. 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 the Queensland Urban Drainage Manual, and
must include in particular:
a. No adverse impact on other properties and the road’s footpath and grassed
verge (e.g. by diverting flows and/or blocking flows and causing additional
ponding)
b. The use of gravity stormwater drainage only and not surcharge pits or
pumps.
c. collection and discharge of stormwater to Taylor Court.
d. A stormwater detention system to manage peak flows for all storms up to
and including 1 in 100 years storm event
Page 7 of 24
Section 8
ORDINARY MEETING MINUTES 19 JANUARY 2017
e. A stormwater quality treatment system. The stormwater treatment must
generally be in accordance with the Stormwater Management Plan For
Highway Service Centre Cooroy, project number 161968 by Covey
Associates, dated October 2016 except where alteration to impervious area
and water quality treatment dimensions are necessary to achieve the
following objectives as predicted in MUSIC modelling in accordance with
the Water by Design MUSIC modelling guidelines.
State Planning Environmental Approved Plan
Policy Protection Water of Development
Policy Water Quality Water Quality
Objectives Criteria
Total 90% reduction <6mg/L 90th%ile 15mg/L
Suspended compared to an
Solids unmitigated
development
Total 60% reduction Maximum 50ug/L Maximum
Phosphorous compared to an 0.03mg/L
unmitigated
development
Total Nitrogen 45% reduction Maximum 500 ug/L Maximum
compared to an 0.3mg/L
unmitigated
development
f. The development must include bins with educational signage material to
encourage patrons who purchase items that generate gross pollutants to
dispose of such items appropriately, and not where they may enter
stormwater systems.
g. Stormwater quality treatment devices must be routinely checked, serviced
and cleaned in accordance with the manufacturer’s recommendations or
Water by Design maintaining vegetated stormwater assets guidelines.
Records of all maintenance activities undertaken must be kept and made
available to Council upon request. Where replacement cartridges or other
necessary components for the system become unavailable, an alternative
system is required to be retrofitted into the development to achieve an
equivalent pollutant reduction outcome.
h. All primary stormwater quality treatment devices must be routinely
checked, serviced and cleaned in accordance with the manufacturer’s
recommendations. Records of all maintenance activities undertaken must
be kept for 5 years and made available to Council upon request.
i. The ongoing maintenance plan for the development must include the
operations and maintenance manual for the water quality device/s and
must include the full cost of maintaining the system. This maintenance plan
must be provided as part of the subsequent operational works
j. The development must not cause an increase in peak flow runoff in 1, 5,
50 or 100 ARI events. The subsequent application for operational works
must include calculations and designs to demonstrate how this condition is
achieved.
Page 8 of 24
Section 9
ORDINARY MEETING MINUTES 19 JANUARY 2017
k. That water quality objectives are met in keeping with the Environmental
Protection (Water) Policy 2009 for Mary River Environmental Values and
Water Quality Objectives.
Stormwater Harvesting
28. Operating rainwater collection tanks must be provided as identified in section 4.2
of the Stormwater Management Plan For Highway Service Centre Cooroy,
project number 161968 by Covey Associates, dated October 2016. The tanks
must be provided in accordance with a Building Works approval for above ground
tanks, or operational works approval for below ground tanks and provide for re-
use of harvested rainwater for internal non-potable uses and outdoor uses.
29. Prior to commencement of use, certification must be submitted to Council from a
qualified person* which certifies that the rainwater collection tank/s and
associated reticulation has/have been installed in accordance with the
requirements of this Decision Notice.
*(Refer to Advisory Note)
ENVIRONMENTAL HEALTH
Development Code – Hazardous Industry
30. The design, specifications and construction of the Manifest Quantity Workplace
(MQW) storage and dispensing of petroleum products (Service Station) is to
comply in all respects with the Model Development Code for Hazardous
Industries and Chemicals - Workplace Health and Safety Queensland(WHSQ)
31. Certification must be provided to Council from a suitably qualified person* which
certifies that the design, construction, operation and safety of the MQW
(specifically including the design and operation of the stormwater quality
improvement device: treatment tank/Stormwater 360 pods filter cartridges &
detention tank) complies in all respects with the WHSQ Code prior to
commissioning the site.
A suitably qualified person* is a Registered Professional Engineer of Queensland
with experience and knowledge in the design and operation of the storage and
dispensing of petroleum products.
Environmental Protection – General Environmental Duty S319
32. A copy of this decision notice must be kept on site in a location readily accessible
to personnel carrying out this activity.
33. Notwithstanding any other condition of this decision notice, this notice does not
authorize any release of contaminants that cause or is likely to cause an
environmental nuisance beyond the boundary of the property.
Underground Tanks
34. The underground petroleum storage system (UPSS) must be designed by a
suitably qualified person** with relevant industry experience, and a copy of the
design certification must be provided to Council prior to issue of development
permit for operational works.
35. Underground tanks must be non-corrodible and be constructed of either:
a. fibre-reinforced thermosetting resin (fibreglass) that is compatible with the
product; or
b. a steel inner wall and a fibre-reinforced thermosetting resin composite
(fibreglass) outer wall with an interstitial space between the 2 walls.
Page 9 of 24
Section 10
ORDINARY MEETING MINUTES 19 JANUARY 2017
36. Underground tanks must be double walled and have an interstitial space between
the two (2) walls of the tanks that is capable of being monitored for any breach
of either the inner or outer wall of the tank.
37. All tanks are to meet the requirements of UL 1316 Glass fibre reinforced
underground storage tanks for petroleum products, alcohols and alcohol gasoline
mixtures or the equivalent.
38. A Certificate of Compliance must be provided by the manufacturer of the tanks
to Council prior to the commissioning of the tanks for service.
39. An overfill protection valve must be installed in the drop tube of the tank and
calibrated to prevent the tank from being filled in excess of 90% of its capacity.
An overfill alarm must be installed to visually and audibly alert persons in the
vicinity of the tank.
Leak Detection UPSS
40. The leak detection system of the UPSS must:
a. detect a leak from any portion of the underground storage system
b. use equipment that has been installed, calibrated and commissioned in
accordance with the manufacturer's instructions
c. be capable of detecting a leak at a rate of 0.76L per hour or more with at
least 95% accuracy and a probability of false detection of 0.05 or less
(United States Environmental Protection Agency (USEPA)
d. be certified by an independent third party, consistent with the current
USEPA protocols and system of verification (USEPA 1990, 40 Code of
Federal Regulation Part 280, Subpart D)
41. A Certificate of Compliance must be provided by the independent third party that
the UPSS leak detection system is consistent with the current USEPA protocols
and system of verification and be provided to Council prior to the commissioning
the UPSS.
Leak Detection System for Underground Tanks
42. The following leak detection systems must be used for the underground tanks:
a. statistical inventory reconciliation (SIR) that includes a software-based
system where daily tank dip readings, delivery records and sales records
are entered onto a proprietary software package; or
b. automatic tank gauging (ATG) that includes an automatic system using an
arrangement of sensor probes and other devices that monitor the
underground petroleum storage system and provide inventory information
and leak testing;
c. a tank pit observation well at the lowest point of each tank excavation pit.
43. Leak detection systems for the underground pipework must include:
a. electronic line leak detection (ELLD) for pressure piping; or
b. safe suction for suction piping;
c. for remote fill lines, a statistical inventory reconciliation system to monitor
leaks in the fill lines.
Page 10 of 24
Section 11
ORDINARY MEETING MINUTES 19 JANUARY 2017
44. All underground pipework must be made of approved, non-corrodible materials
which include either:
a. fibre-reinforced thermosetting resin composite (fibreglass) compatible with
the product to be transferred; or
b. flexible plastic meeting the requirements of UL971 Standard for non-
metallic underground piping for flammable liquids.
45. All product piping must have secondary containment consisting of double-walled
piping with an interstitial space.
46. A Certificate of Compliance must be provided by the manufacturer certifying that
the pipework meets the Standard and be provided to Council prior to the
commissioning the UPSS.
Fill/Vapour Recovery Points
47. Each tank fill point must be:
a. clearly labelled and identified in compliance with AS 4977-2008 Petroleum
products - Pipeline, road tanker compartment and underground tank
identification
b. fitted with a camlock type or other liquid-tight connection
c. provided with spill containment of at least 15L capacity per spill point.
48. All fill and vapour recovery points must be earthed in compliance with AS 1020-
1984 The control of undesirable static electricity and AS 3000-2007 Electrical
installations.
Monitoring
49. Monitoring of the interstitial space of the double walled tanks or product piping
must be capable of detecting a release through either wall of the tank or product
piping. A 6-monthly inspection program conducted by a suitably qualified and
experienced person is required to monitor the following:
a. the system is active;
b. leak detection measurements (e.g. liquid levels or pressure levels) are
within manufacturer’s tolerances;
c. leak detection measurements are recorded;
d. any loses outside the manufacturer’s leak detection tolerances are to be
reported to council in writing and the tank owner immediately.
Fuel Dispensing Area (FDA)
50. The FDA must be covered and designed and constructed to ensure that no
vehicle may be refuelled outside the delineated area.
51. The FDA must be designed and constructed so as to prevent the entry of
watershed from overland stormwater flows entering the fuel dispensing forecourt.
52. All ground surfaces within the FDA must be constructed of impermeable
materials free of gaps and/or cracks. Suitable materials include waterproofed,
reinforced concrete or an approved equivalent.
53. The FDA must be clearly demarcated from the outer forecourt area, access
roads, general parking bays and all other areas to clearly delineate the higher
contamination risk area from lower risk areas. Acceptable demarcation methods
include a painted line on the ground, roll-over bunds, drainage lines or different
coloured impermeable material.
Page 11 of 24
Section 12
ORDINARY MEETING MINUTES 19 JANUARY 2017
54. The canopy installed over FDA must be designed to minimise the amount of rain
entering the dispensing area and must overhang by a horizontal distance of at
least one-quarter of the roof height out from the vertical above the boundary of
the demarcated fuel dispensing area as per drawing B16239-CSK01.
55. Stormwater from roofed areas must be directed away from the FDA catchment.
56. The area within the FDA must be graded and drained to a containment vessel
(or collection sump) with no connection to stormwater or sewer or above ground
detention tank (i.e. a ‘blind sump’). Acceptable materials of construction include
precast concrete with a minimum certified design life of 50 years, designed in
accordance with AS 3600-2009 Concrete structures. Other materials of
construction may be used where approved by Council.
57. The containment vessel must have a capacity to hold a volume equivalent to at
least that of the largest tanker compartment likely to be delivering fuel to the site
plus an allowance for windblown rain (i.e. no less than 10,000litre capacity).
Windblown rain allowance in m3 (Vr) can be calculated using the following
equation: Vr = 0.005 x 3 x Po where Po is the total length of the open perimeter
of the canopy in metres.
58. Signage indicating the rate of flow must be provided for drainage inlets in the
FDA. Examples include 'Flows to blind sump', or 'Flows to containment facility'.
Signage is to be painted or otherwise indicated around the drain inlets.
59. Where fuel deliveries are intended within the FDA, the standing area must be
clearly demarcated and graded to the FDA containment vessel as per drawing
B16239-CSK01.
60. A liquid-tight dispenser sump must be installed under each dispensing unit. It is
to be designed to house all pipework joins and fittings and to collect and contain
any leak from contaminating the surrounding soil/groundwater.
Uncovered Forecourt Area (UFA)
61. All ground surfaces of UFA liable to contamination from vehicular activities must
be constructed of impermeable materials, free of gaps or cracks. Suitable
materials include asphalt, waterproofed, reinforced concrete or an approved
equivalent.
62. Signage indicating the rate of flow must be provided for drainage inlets in the
UFA. Examples may include 'flows to stormwater treatment system' or 'flows to
creek'. Signage is to be painted or otherwise indicated around the drain inlets.
63. Road tanker delivery stands located within the UFA must be clearly demarcated
and sited away from buildings, traffic areas, dispensing areas and emergency
escape routes. The road tanker delivery stand is to be normally drained to the
UFA stormwater quality improvement device (SQUID), however, diversion valves
are to be engaged during fuel delivery operations to divert drainage to the FDA
containment system (blind sump).
Stormwater Quality Improvement Device (SQUID)
64. All stormwater from UFAs must be captured and drained to the approved SQUID.
65. The SQUID (treatment tank/ Stormwater 360 pods filter cartridges & detention
tank) intended to be installed as part of the stormwater drainage system for the
UFA, must incorporate the following design measures as a minimum:
a. steel bars or trash gates with at least 20mm spacing;
b. filtration devices such as sand filters or gross pollutant traps capable of
removing litter (diameter greater than 5mm) and at least 70% of fine
sediments (>125µm).
Page 12 of 24
Section 13
ORDINARY MEETING MINUTES 19 JANUARY 2017
c. a wastewater treatment device, such as an oil and hydrocarbon separator,
triple interceptor or equivalent, capable of removing droplets larger than
60µm (i.e. corresponding to outlet discharge of approximately 15mg/L) and
to a point where there is no visible sheen or odour on stormwater. This
device is to be able to meet these requirements during a storm up to the 2
year ARI-6 minute design rainfall event without surcharging or backing up
the drainage system.
d. flow cut-off valves are to be installed at the outlet from the separator to use
in case of an emergency or cleaning operations.
e. be maintained in accordance with the manufacturers recommendations.
f. be engineered to ventilate any likely hazchem vapour and make a safe
working environment in accordance with the Model Development Code for
Hazardous Industries and Chemicals - Workplace Health and Safety
Queensland.
Equipment Integrity Test (EIT) of UPSS
66. An EIT of the UPSS is to be conducted by a duly qualified person in accordance
with the manufacturer’s written instructions specific to the UPSS.
67. The EIT must be capable of detecting a leak of 0.38 litres per hour, with a
probability of detection of at least 95% and of false detection of 5% or less in
accordance with AS 4897–2008 – The design, installation and operation of
underground petroleum storage systems.
68. The EIT must be a nationally approved and certified method of testing that meets,
at a minimum, the requirements or certification standards of the United States
Environmental Protection Agency (USEPA 1990).
69. The EIT of the UPSS must be undertaken at the following times :
a. immediately before commissioning the new UPSS
b. immediately following any modification to the UPSS
c. immediately following installation of re-used equipment
d. immediately following any equipment retrofit
e. immediately following any repair to UPSS equipment
f. where the leak detection systems indicate failure
g. where there is only one method of leak detection system in use
h. where there is evidence of a leak
i. when requested by Council
70. The results of any EIT must be provided to Council upon commissioning the
UPSS and as requested by Council and must provide as a minimum the following
information:
a. equipment identification number
b. location and date of test
c. results of test and test method
d. certification by and details of testing company or individual
e. discussion, conclusion and any remedial actions proposed, implemented
and timetable for compliance.
Page 13 of 24
Section 14
ORDINARY MEETING MINUTES 19 JANUARY 2017
Stage 1 Vapour Recovery
71. Each underground storage tank is to have:
a. vapour return lines that return all vapour displaced from the storage tank to
the delivery tanker;
b. vapour-tight couplings on the vapour line that close automatically when
disconnected;
c. liquid-tight couplings on the liquid transfer hoses;
d. incompatible liquid and vapour couplings;
e. spill containment enclosures for the storage tank fill connection point;
f. secure seals on tank filling pipes and vapour return pipes that minimise
vapour leaks when the pipes are not in use;
g. submerged fill pipes, so they terminate below the suction inlet used for
pumping petrol out of the storage tank;
h. overfill protection devices (float vent valves) fitted to shut off the petrol flow
at the level advised by the tank manufacturer;
i. overfill prevention devices (mechanical or electronic) that slow delivery of
petrol into the storage tank as the level in the storage tank approaches the
design fill level – the devices should be positioned to stop the petrol flow
before the float vent valve operates;
j. secure seals on any dip hatch openings;
k. a pressure vacuum valve and a 10-millimetre orifice in parallel fitted to the
storage tank vent pipe. Similar devices are permitted, but will only be
accepted by Council where they are shown by an independent certifier to
perform the same duty.
Ground Water Monitoring Well
72. At least two (2) ground water monitoring wells must be installed on site for the
purposes of monitoring ground water for the presence of contaminants.
73. The design and installation of ground water monitoring wells must be by a
suitably qualified person experienced in designing and/or installing groundwater
monitoring wells.
74. The location of the ground water monitoring wells must be installed to maximize
the likelihood that the wells will intercept contaminated ground water whatever
the ground water flow conditions.
75. The ground water monitoring wells must be:
a. installed and operational before use of the UPSS commences
b. sealed to exclude surface water, clearly marked to indicate their presence
and properly secured
76. The ground water in the monitoring wells must be tested for petroleum
contaminants immediately after either:
a. the discovery whether by routine test or otherwise that ground water may
be contaminated by petroleum originating from the property
b. the discovery whether pursuant to the loss monitoring procedure for the
system or otherwise that the system has a leak
c. when requested by Council
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ORDINARY MEETING MINUTES 19 JANUARY 2017
De-commissioning of the UPSS
77. Where more than 2 years lapses since a tank were decommissioned, the UPSS
must be permanently removed in accordance with the relevant Australian
Standards and Workplace Health and Safety Qld requirements.
78. Certification must be provided to Council confirming the UPSS de-commissioning
was conducted by a suitably qualified and experienced person, and that removal,
transportation and disposal was in accordance with the Standards and
legislation.
79. At the time of abandonment of any UPSS the site must be investigated for
contamination. An assessment report must be prepared by a suitably qualified
and experienced person (as required under the Environmental Protection Act
1994) to verify the site has either met remediation criteria or is suitable for
continued and future use. The assessment report must be submitted to Council
no later than 60 days of either the:
a. decommissioning of an UPSS if no soil or ground water remediation is
required
b. completion of any remediation associated with the decommissioning of an
UPSS if remediation is required.
80. All records associated with the decommissioning of UPSS must be maintained
for a period of 7 years after removal of the UPSS. These records must be
provided to future owners/operators of the service station and property, as part
of ensuring all practicable measures have been implemented to prevent site
contamination.
Noise
81. Mechanical plant and equipment, a/c units, motors, refrigeration equipment,
compressors, pumps etc. on site must be located within the building or suitably
provided with noise reduction measures and located to prevent a noise nuisance
beyond the boundary of the site and to not exceed the levels specified in Table
1.
Table 1
NOISE LIMITS AT A SENSITIVE RECEPTOR
PERIOD Noise level at noise sensitive place measured as the
adjusted maximum sound pressure level (Lamax, adj,T)
7am – 6pm Background noise level (LAbg,T) plus 5 dB(A)
6pm – 10pm Background noise level plus 5 dB(A)
10pm – 7am Inaudible
NOISE LEVELS AT COMMERCIAL PLACE
PERIOD Noise level at a commercial place measured as the
adjusted maximum sound pressure level (Lamax, adj,T)
7am – 6pm Background noise level (LAbg,T) plus 10 dB(A)
6pm – 10pm Background noise level plus10 dB(A)
10pm – 7am Background noise level plus 8 dB(A)
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Section 16
ORDINARY MEETING MINUTES 19 JANUARY 2017
82. When requested by Council, a Noise Impact Assessment Report (NIAR) showing
monitoring and recording of noise levels must be undertaken to investigate any
complaint (other than a frivolous or vexatious complaint) caused by noise
emissions from operations at the premises.
83. Such monitoring must be undertaken within a reasonable and practicable
timeframe nominated by Council and be performed by a suitably qualified person
in accordance with accepted guidelines and standards. The report is to be
submitted to Council detailing the results of such monitoring and
recommendations for any measures to achieve compliance with limits outlined in
Table 1 of this Decision Notice.
For the purpose of measuring and certifying relevant noise conditions and
reporting (e.g. mechanical plant and equipment, a/c units, motors, refrigeration
equipment, compressors, pumps, rooftop plant and equipment. etc.) a suitably
qualified person is either:
a. a Registered Professional Engineer of Queensland, or
b. an environmental consultant with a minimum of three (3) years current
experience in the field of acoustics.
Rainwater/Detention Tanks
84. In accordance with the Public Health Act 2005, rainwater tanks (including the
detention tank) must be constructed with mosquito proof screens (made from
either brass, copper, aluminium or stainless steel), and constructed with a mesh
size of no more than 1mm, and must be installed in a way that does not
accelerate corrosion. Tanks that contain flap valves must be installed so that
when closed, mosquitoes cannot pass through the valve.
85. Where it is intended to use rainwater for drinking purposes, a suitable treatment
system is required to be installed to disinfect or treat the water to microbiological
and physical standards as described in the current Australian Drinking Water
Guidelines to make it fit for drinking purposes.
Compliance Certification Required for UPSS
86. Notwithstanding any other condition of this Decision Notice, a Certificate of
Compliance issued by a suitably qualified person* must be provided to Council
prior to commissioning the operation of the UPSS, that certifies the design,
installation, construction and operation of the underground petroleum storage
system (Service Station) complies in all respects with the conditions of this
Decision Notice and any relevant Australian Standards, Standard Test
Procedures and Codes referred to herein.
* A suitably qualified person is a Registered Professional Engineer of
Queensland with experience and knowledge in the design and operation of
the storage and dispensing of petroleum products and underground
petroleum storage systems.
Air
87. Offensive odours, dust, smoke, fumes, particulates, or other contaminants likely
to cause a nuisance must not be emitted beyond the boundaries of the premises.
88. Incineration or open burning is not permitted on the premises.
89. Offensive odours, dust, smoke, fumes, particulates, or other contaminants likely
to cause a nuisance must not be emitted beyond the boundaries of the premises.
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Section 17
ORDINARY MEETING MINUTES 19 JANUARY 2017
90. When requested by Council, an Air Quality Assessment Report (AQAR)
characterising, monitoring and recording of nuisance emissions must be
undertaken to investigate any complaint (other than a frivolous or vexatious
complaint) caused by odours, dust, smoke, fumes, particulates or other
contaminants from operations at the premises.
91. Such monitoring must be undertaken within a reasonable and practicable
timeframe nominated by Council and be performed by a suitably qualified person
in accordance with relevant guidelines and Standards. The report must be
submitted to Council detailing the results of such monitoring and
recommendations for control measures to eliminate nuisance air emissions from
the operation of the premises.
Outdoor Lighting
92. Lighting associated with the use must be designed, sited, installed and tested to
comply with the Rubidium Light Cooroy Highway Service Station Lighting Plan
Environmental Mitigation report of 13 October 2016 and conditions of this
Decision Notice.
93. Certification must be submitted to Council from a qualified person which certifies
that all outdoor lighting devices comply with the report at the time of
commissioning.
WASTE
Waste Disposal
94. The developer must provide waste storage and disposal facilities in accordance
with Planning Scheme Policy No. 9 “Waste Management Multi-Dwellings and
Commercial and Industrial Premises”. The facilities must include an external
impervious area correctly sized for all refuse and recycling containers and
suitably screened from public places and neighbouring properties. 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 must be designed to prevent storm water entry
to the sewerage system. 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.
95. Refuse containers must be provided in accordance with the requirements of the
Environmental Protection (Interim Waste) Regulation 1996 and (Waste
Management) Regulation 2000, for the storage and collection of refuse.
96. Public bins must be provided throughout the car park and within each tenancy to
reduce littering. Bins provided must be for refuse and recycling and be decanted
into the bulk bins by the site operators.
Advice Note
1. To assist the community in making healthy lifestyle choices, Council strongly
encourages the developer to consider tenanting the Entertainment & Dining
Business Type 1 – Food & Beverages with local businesses that provide
principally healthy food options.
OPERATIONAL WORKS FOR SIGNAGE – OPW16/0209
Nature and Extent of Approved Development
1. This approval authorises the following signs as defined by the planning scheme
and shown on the Approved Plans:
a. 2 pylon signs
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Section 18
ORDINARY MEETING MINUTES 19 JANUARY 2017
b. 2 wall signs (building signs)
c. 2 awning face signs (fuel canopy signs)
2. The approved signs must not be used for the advertisement of goods and/or
services not sold or conducted on the site (i.e. third party advertising).
3. The approved signs must not exceed the dimensions and sign areas as shown
on the Approved Plans. In this regard the pylon sign indicated as S1 on the
approved plans must be reduced to a maximum sign face area of 4m².
4. The approved signs must be positioned wholly within the property boundaries of
the subject site, and must not be located within or across any easements.
Illumination
5. The approved signs must not be illuminated in any way except for 1 wall sign
(building sign) and the pylon signs which may be illuminated.
6. The approved illuminated signs must not incorporate flashing lights nor involve
illumination by any means other than:
a. an internal light source
b. a down light, if externally lit.
7. Illumination resulting from direct, reflected or other incidental light emanating
from the approved signs must not exceed a luminance of 300 candelas per
square metre.
8. All conduits, wiring, switches or other electrical apparatus installed on an
advertising device must be concealed from general view.
Movement
9. The approved signs must not revolve, move, contain moving parts, change its
message, flash, have a moving or flashing border, or give the impression of
movement in any way.
Maintenance
10. The approved signs must be properly maintained by the owner of the property to
ensure the signs continue to comply with the Approved Plans and conditions of
this Decision Notice.
B. Find the following are sufficient grounds to justify the decision despite the conflict with
the Planning Scheme:
1. The proposal will fill a gap in highway based service centres and service the
needs of the travelling public including assisting with driver fatigue
management.
2. The site is located on the periphery of the Lake Macdonald catchment and is
currently committed for some industrial development under The Noosa Plan.
3. The proposal will incorporate best practice water quality management to reduce
the potential impact on water quality in the Lake Macdonald catchment.
Carried.
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Section 19
ORDINARY MEETING MINUTES 19 JANUARY 2017
6 DRAFT STATE PLANNING POLICY
Council Resolution
Moved: Cr Stockwell
Seconded: Cr Glasgow
That Council note the report by the Planning Scheme Project Manager to the General
Committee Meeting dated 16 January 2017 and authorise the Chief Executive Officer to
make a submission to the State Government on the draft State Planning Policy dated
November 2016, that:
A. Offers general support to the broad policy initiatives contained in the revised State
Planning Policy; and
B. Seeks a re-write of the introduction to the State Interest – Development and
Construction to offer clearer support to the long-established planning principle of a
defined hierarchy of business centres.
C. Seeks to provide greater clarity around the State Planning Policy on Agriculture to
ensure the policy protects sustainable agriculture in the right location, not simply
protect all forms of agriculture on agricultural land, nor promote “hard to locate intensive
agricultural land uses” regardless of their impacts, by amending State Interest –
Agriculture clause (4) to read:
(4) Growth in agricultural production and a strong agriculture industry is facilitated
by:
(a) Promoting sustainable agriculture and identifying appropriate locations for
hard to locate intensive agricultural land uses, such as intensive animal
industries, aquaculture, and intensive horticulture.
(b) to (f) unchanged
(g) Considering the value and suitability of land for current or potential
agricultural uses when making land use decisions, to ensure rural tourism
and other economic values are not diminished by inadequate planning
controls on agricultural land uses that have the potential to degrade
environmental, natural resource and community values.
Carried.
7 DISCOVERY GROUP REQUEST FOR A NEW PUBLIC/COMMERCIAL JETTY AT
ELANDA POINT EDUCATION AND ADVENTURE PARK
Cr Pardon declared a perceived conflict of interest in this matter (as defined in section 173 of the Local
Government Act 2009) as he had made initial inquiries about purchasing the site adjoining the
proposed jetty but did not proceed any further with that approach. Cr Pardon advised that he has no
current or future personal interests in the site. Cr Pardon believed he could consider this item
impartially and in the public interest and therefore remained in the meeting room for the debate and
decision on this matter.
Council Resolution
Moved: Cr Glasgow
Seconded: Cr Jackson
That Council note the report by the Property Advisor to the General Committee Meeting dated
16 January 2017 and refuse the Discovery Group’s request for Council to be the applicant
for construction of a new public/commercial jetty at the Elanda Point Education and
Adventure Park, and note that other State agencies may be more appropriate as the
applicant.
Carried.
Cr Pardon voted in favour of the motion.
Page 19 of 24
Section 20
ORDINARY MEETING MINUTES 19 JANUARY 2017
The following Recommendations from the General Committee were adopted without
discussion or further amendment.
Council Resolution
Moved: Cr Pardon
Seconded: Cr Jurisevic
The General Committee recommendations dated 16 January 2017 be adopted except where dealt
with or held over by separate resolution.
Carried.
2 MCU16/0112 & OPW16/0209 - DEVELOPMENT APPLICATION FOR MATERIAL
CHANGE OF USE FOR A BREWERY, ANCILLARY TASTING AREA & OPERATIONAL
WORKS AT 85 RENE STREET, NOOSAVILLE
That Council note the report by the Development Planner to the General Committee Meeting
dated 16 January 2017 regarding Application No. MCU16/0112 & OPW16/0209 for a
Development Permit for Material Change of Use of Premises - Industrial Business Type 2 &
Entertainment & Dining Business Type 1 & Operational Works for stormwater, landscaping,
access and car parking situated at 85 Rene, Street, Noosaville and:
A. Approve the application in accordance with the conditions contained in the General
Committee Agenda dated 16 January 2017.
B. Find that the tasting room and associated kitchen and preparation area is ancillary and
complementary to the primary industrial use on-site and will not cause any reverse
amenity issues and therefore is sufficient grounds to justify the decision despite the
conflict with the Planning Scheme.
4 132004.240098.7 (23798 DA) PERMISSIBLE CHANGE TO AN EXISTING
DEVELOPMENT APPROVAL TO EXPAND ON THE APPROVED USE AREA
ASSOCIATED TO TENANCY 3 ON THE TERRACE 3/231 GYMPIE TERRACE,
NOOSAVILLE
That Council note the report by the Development Planner to the General Committee Meeting
dated 16 January 2017 regarding Application No. 132004.240098.7 for a Permissible
Change to an Existing Development Approval for the expansion of the use area of Tenancy
3 situated at 3/231 Gympie Terrace Noosaville and approve the application in accordance
with the following:
A. Amend Conditions 1, 82 and 91 to read as follows:
Approved Plans
1. Development undertaken in accordance with this approval must generally comply
with the approved plans of development. The approved plans are listed in the
following table unless otherwise amended by these conditions.
Plan No. Rev. Plan/Document Name Date
May 2016
1.1 - Floor Plan, drawn by And + Design May, 2016
November 2005
2.0903.0D - North Elevation, drawn by Andrew Mckellar Design 16/11/2005
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Section 21
ORDINARY MEETING MINUTES 19 JANUARY 2017
Plan No. Rev. Plan/Document Name Date
2.0903.1D - Ground Floor Plan 1, drawn by Andrew Mckellar 16/11/2005
Design
2.0903.2D - Ground Floor Plan 2, drawn by Andrew Mckellar 16/11/2005
Design
2.0903.3D - First Floor Plan 1, drawn by Andrew Mckellar Design 16/11/2005
2.0903.4D - First Floor Plan 2, drawn by Andrew Mckellar Design 16/11/2005
2.903.5D - Roof Plan, drawn by Andrew Mckellar Design 16/11/2005
2.903.6D - Block A, drawn by Andrew Mckellar Design 16/11/2005
2.903.7D - Block B, drawn by Andrew Mckellar Design 16/11/2005
2.903.8D - Cross Section Block A & B, drawn by Andrew 16/11/2005
Mckellar Design
2.903.9D - Long Section Block A, drawn by Andrew Mckellar 16/11/2005
Design
2.903.10D - Long Section Block B, drawn by Andrew Mckellar 16/11/2005
Design
82. The development must be undertaken and operated in a manner that causes no
detrimental effect upon the amenity of the neighbourhood by reason of the
creation of excessive noise, lighting, dust or odour nuisance or any other
emissions in accordance with the nuisance provisions of the Environmental
Protection Regulation 1998. On the spot fines apply for such offences. External
speakers, microphones or amplified music are not permitted.
91. The approved Use Area of Lot 3 must not exceed 32m² for Entertainment and
Dining Business Type 1 Food and Beverages and the outdoor dining associated
with the entertainment and dining business must not exceed 20m².
B. Include an additional condition to read as follows:
Additional condition
The proposed portable cooking bench and associated 4.8m2 of use area must be
located wholly within the title of tenancy 3 or the designated exclusive use area of
tenancy 3.
5 PLANNING AND ENVIRONMENT COURT APPEAL 5023 OF 2016 DEVELOPMENT
PERMIT FOR MATERIAL CHANGE OF USE FOR RETAIL BUSINESS TYPE 2
SUPERMARKET AT 5 GARNET STREET, COOROY
That Council note the report by the Development Planner to the General Committee Meeting
dated 16 January 2017 regarding Planning and Environment Court Appeal 5023 of 2016 and
agree to defend the appeal.
8 QUEENSLAND GOVERNMENT ANNOUNCES SINGLE USE PLASTIC BAG BAN
That Council note the report by the Coordinator Waste to the General Committee Meeting
dated 16 January 2017 and:
A. Support the Queensland Government’s proposed ban on lightweight plastic shopping
bags; and
B. Submit a letter supporting the ban to the Department of Environment and Heritage
Protection during the public consultation phase of the process.
Page 21 of 24
Section 22
ORDINARY MEETING MINUTES 19 JANUARY 2017
9 NOOSA RIVER MANAGEMENT
That Council note the report by the Environment Officer (Rivers and Coast) to the General
Committee Meeting dated 16 January 2017 and agree to the proposal to review and update
the Noosa River Plan under a whole-of-catchment management framework as generally
outlined in the report with staff to undertake stakeholder analysis to determine the appropriate
way forward in terms of community engagement.
10 BOREEN POINT CAMPGROUND MANAGEMENT CONTRACT 1314T001- PROPOSED
OPTION
That Council note the report by the Property Officer to the General Committee Meeting dated
16 January 2017 and authorise the CEO to exercise the option to extend the current
management agreement for the Boreen Point Campground to Crimmins Enterprises Pty Ltd
aft The Crimmins Trust for a further one (1) twelve month period commencing 7 April 2017.
11 NOOSA HOLIDAY PARKS - FEES AND CHARGES
That Council note the report by the Property Officer to the General Committee Meeting dated
16 January 2016 and:
A. Set fees and charges for the Noosa Holiday Parks to align with the cessation of the
July 2018 Queensland school holidays; and
B. Adopt the Proposed General Cost Recovery Fees and Commercial Charges schedule
for Noosa Holiday Parks for the period ending 16 July 2018 as detailed in the tables
contained within the report.
12 ECONOMIC DEVELOPMENT GRANT PROGRAM 2016-17
That Council note the report by the Senior Economic Development Officer to the General
Committee Meeting dated 16 January 2017 and approve the 2016/2017 Economic
Development Grant Program recommendations provided at Attachment 1 to the report.
13 CORPORATE PLAN 2017 TO 2037
That Council note the report by the Chief Executive Officer to the General Committee Meeting
dated 16 January 2017 and:
A. Adopt the Corporate Plan 2017 to 2037 provided at Attachment 1 to the report;
B. Use the new Corporate Plan to inform the development of the 2017/18 Operational
Plan and Budget;
C. Request the CEO to provide feedback and thanks to those who provided comment on
the draft Corporate Plan; and
D. Authorise the CEO to make any minor grammatical and format changes to the
Corporate Plan if required including a change to page 5 to replace the words “the
population cap” with “a population carrying capacity”.
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Section 23
ORDINARY MEETING MINUTES 19 JANUARY 2017
14 1516T009 REGISTER OF PREQUALIFIED SUPPLIERS FOR SUPPLY OF ASPHALT,
BITUMINOUS AND QUARRY MATERIALS
That Council note the report by the Civil Operations Manager to the General Committee
Meeting dated 16 January 2017 and
A. Approve the addition and updated information of prequalified suppliers (RPQS) to the
existing register for a period of 2 years expiring 24 November 2018 for the supply of
asphalt, bituminous and quarry materials which includes the following suppliers:
1. Tropic Asphalts Pty Ltd;
2. Downer EDI Works Pty Ltd t/as Downer Infrastructure Services;
3. Allens Asphalt Pty Ltd;
4. Boral Resources (QLD) Pty. Limited t/as Boral Construction Materials & Cement;
5. The Trustee for Gilmore Family Unit Trust t/as Kenilworth River Sand;
6. Neilsens Quality Gravels Pty Ltd; and
7. The Trustee for The Allen-Co Quarries Trust (Allen Co Quarries Pty Ltd).
B. Subject to satisfactory performance by the suppliers, authorise the CEO to approve
options to extend the RPQS at the expiry of the first 3 year term and annually thereafter,
for a further term of 12 months, up to a maximum of 2 x twelve month extensions ending
19 November 2020.
15 1516T013 REGISTER OF PREQUALIFIED SUPPLIERS FOR SUPPLY AND DELIVERY
OF PRE MIX CONCRETE
That Council note the report by the Civil Operations Manager to the General Committee
Meeting dated 16 January 2017 and:
A. Approve the addition or updated information of prequalified suppliers (RPQS) to the
existing register for a period of 2 years expiring 2 December 2018 for the supply and
delivery of premix concrete which includes the following suppliers:
1. Ailort Pty Ltd as trustee for the Cordwell Family Trust t/as Cordwells Concrete
and Boral Resources (QLD) Pty Ltd t/as Boral Construction Materials & Cement
for Part A and Part B; and
2. I.T. Finzel & S.G. Finzel t/as Noosa Minimix for Part B only; and
B. Subject to satisfactory performance by the suppliers, authorise the CEO to approve
options to extend the RPQS at the expiry of the first 3 year term and annually thereafter,
for a further term of 12 months, up to a maximum of 2 x twelve month extensions ending
19 November 2020.
16 FINANCIAL PERFORMANCE REPORT - DECEMBER 2016
That Council note the report by the Manager Financial Services to the General Committee
Meeting dated 16 January 2017 providing the December YTD monthly financial performance
report for the 2016/17 financial year.
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Section 24
ORDINARY MEETING MINUTES 19 JANUARY 2017
7 ORDINARY MEETING REPORTS
Nil.
8 CLOSED SESSION
Nil.
9 NEXT MEETING
The next Ordinary Meeting will be held on 16 February 2017 at the Council Chambers,
9 Pelican Street, Tewantin commencing at 6pm.
10 MEETING CLOSURE
The meeting closed at 6.13pm.
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