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MCU14/0056 Information Request
Officer :Denis Wallace
Direct Telephone: 53296239
Our Reference :MCU14/0056
Your Reference :6520
19 August 2014
Creekgold Pty Ltd TTE
C/- Saunders Havill Group Pty Ltd
9 Thompson Street
BOWEN HILLS QLD 4006
Att: Eddie Venturini
Dear Sir
Information Request
Sustainable Planning Act 2009
I refer to your application and advise that Council requires further information to
satisfactorily assess the proposal.
1 APPLICATION DETAILS
Application No: MCU14/0056
Proposal: Development Permit for Material Change of Use of Premises -
Mixed Use Development comprising Retail Business Type 5 -
Vehicle Uses (Service Station & Car wash), Entertainment &
Dining Business Type 1 - Food & Beverages (Fast Food
Outlet), Retail Business Type 2 – Shop (Supermarket &
Convenience Retail), Industrial Business Type 1 – Warehouse
(Self-Storage Facility), Visitor Accommodation Type 2 -
Caravan Park.
Street Address: 125 Myall St COOROY QLD 4563
Real Property Description: Lot 4 SP 248479
2 INFORMATION REQUIRED
The information requested is set out below:
PLANNING
Issue – Need & Economic Impacts
The submitted Need Assessment does not address need for, and impacts of, the car wash,
tourist park and self-storage components of the development.
Information Required
1 Provide a comprehensive need assessment for the car wash, tourist park and self-
storage components of the development.
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MCU14/0056
Issue – Need & Economic Impacts
The submitted Need Assessment provides only a limited assessment of the need for the
proposed service station component of the proposed development.
Information Required
2 Provide a comprehensive assessment of need for the service station, including
detailed assessment of supply of facilities, demand for additional facilities, need for
additional facilities and impact of additional facilities on the centres network.
Issue - Need & Economic Impacts
The market shares adopted in the Needs Assessment for the supermarket component of
the proposed development are considered overly optimistic, particularly given the layout of
the road network and connectivity between the subject site and the trade areas. For
example, there is limited connectivity between the subject site and the Cooroy West trade
area.
Information Required
3 Provide an amended Needs Assessment for the proposed supermarket, revised to
reflect more plausible market shares.
4 Provide amended proposal plans revising the size of the supermarket to reflect the
amended need assessment.
Issue - Need
The application material does not clearly explain the co-locational requirements/benefits of
the proposed uses, or the need for the development as a whole.
Information Required
5 Describe how each component of the proposed development is expected to
integrate with and complement the other components of the development.
6 To the extent that some or all of the components might be integrated or related
demonstrate whether there is any additional need for the development as a whole
(or a number of components together), over and above the need for separate
components of the development.
Issue – Alternative Sites
The application material does not adequately demonstrate why the component uses should
not be located on suitably zoned land.
Information Required
7 Provide detailed analysis of constraints on, and availability of, suitably zoned land
within the area for the component uses. Demonstrate why the uses should be
developed out of zone (including within a Water Supply Catchment Overlay Area).
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Issue – Flow on Visitation
The development would draw passing trade/travellers from the highway but, due to its out-
of-zone location, there is concern with the limited potential for flow-on trade elsewhere in
the locality.
Information Required
8 Provide comment on the development’s ability to encourage visitors/travellers to
enter Cooroy and its surrounds for other commercial or tourist activity and whether
facilities could be provided within the development for this purpose.
Issue – Economic Benefits
The economic benefits of the proposal to the local community are not extensively detailed.
Information Required
9 Provide further detail of the estimated overall investment to develop the project and
the numbers and types of construction and on-going job generation.
Issue – Noise Barriers
Noise attenuation barriers are not indicated on the submitted site perspectives.
Information Required
10 Provide amended proposal plans showing the recommended noise attenuation
barriers.
11 Provide planning comment on the visual amenity of the barriers, any proposed
design response to minimise their visual impacts and the adequacy of the proposed
boundary setbacks for that purpose.
12 Provide confirmation of the ongoing tenure and likely party responsible for
maintenance of the noise attenuation barriers in each stage/parcel of the
development.
Issue - Signage
Details of signage proposed within external road corridors are relevant to the assessment.
Information Required
13 Provide comment on the likely location and type of signage to be sought external to
the site on State controlled roads (e.g. Bruce Highway).
Issue – Water Supply Catchment Area
The site is in the water supply catchment area, with the uses identified as inconsistent
under The Noosa Plan. The application provides insufficient evidence that the development
meets the Natural Resources Overlay Code for the catchment and that the quality of water
entering Lake Macdonald will be unaffected by this proposal, particularly in relation to
earthworks, fuel tanks, amenities, effluent/grey water disposal, stormwater management,
grease & oils, etc.
State Planning Policy 2013 identifies Water quality as a State Interest. The State has
prepared model code provisions for new planning schemes and Interim Development
Assessment Requirements (Refer State Planning Policy Guideline – State Interest – Water
Quality August 2014). Additionally, the SEQ Water Development Guidelines: Development
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MCU14/0056
Guidelines for Water Quality Management in Drinking Water Catchments of 2012 is relevant
to the development.
Information Required
14 Demonstrate how the development will achieve the State Interest, as described in
the State Planning Policy Guideline – State Interest – Water Quality August 2014.
15 Demonstrate the development is consistent with the SEQ Water Development
Guidelines: Development Guidelines for Water Quality Management in Drinking
Water Catchments 2012.
ENGINEERING
Issue - Flooding
The development site (particularly the area of the proposed tourist park) may be subject to
flooding and stormwater ponding during major storm events. The proposed development
may adversely impact on the existing flooding and drainage conditions on other properties
and/or public roads.
Information Required
16 Provide detailed assessment of the upstream drainage catchment/s taking into
consideration any overflows from adjacent catchments and stormwater runoff from
roads (eg from Bruce Highway) onto the site. The assessment and report must be
prepared by RPEQ specialised in this field and include in particular:
(a) Plan/s and data showing the extent of flooding (floodline) for 1% AEP storm
event on the development site and the relevant downstream properties and
roads (eg the Golf Course and Myall Street) for pre-development conditions.
(b) The general internal drainage layout and any proposed or anticipated
required stormwater drainage works and mitigation works external or internal
to the site.
(c) Plan/s and data showing the extent of flooding for post development
conditions on the fully developed site and the relevant downstream
properties and roads for 1%, 5% and 10% AEP storm events.
(d) Identification of potential adverse impact on other properties and
recommended mitigation measures.
Issue - Earthworks
The survey plan indicates the difference in ground levels across the proposed development
area of approximately 10 metres. Significant earthworks and retention works throughout
the development site are likely to be required.
Information Required
17 Provide plan/s to illustrate the estimated amount and levels of the earthworks
required on the site and include cross sections to demonstrate the changes in
finished levels, and associated structures, within the development site.
Issue – Heavy Vehicles
Insufficient details have been provided regarding the types (particularly refuelling trucks),
access paths and manoeuvring of trucks for deliveries and services on the site.
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Information Required
18 Provide information regarding the trucks expected to access the site and include in
particular:
(a) Types of trucks expected to access the site for petrol fuelling and the
refuelling of fuel storage tanks.
(b) Access path of deliveries and service vehicle from the roads and within the
site.
(c) Plan/s to show the manoeuvring and truing movements for delivery trucks
accessing the loading bay/s of the food store and the fuel storage tanks for
refuelling (clarify if the fuel tanks are above or underground).
Issue - Traffic
A number of traffic and accessibility issues require further assessment and resolution.
Information Required
19 Justification for the proposed commercial development having access via Ferrells
Road, which functions as a minor residential collector street, or alternatively, provide
amended plans and analyses based on all access via the proposed Myall Street
access. If access to and from Ferrells Road continues to be proposed, explain how
service vehicle ingress or egress via Ferrells Road will be avoided.
20 Justification for the proposed convenience retail and fast food facilities being located
so remote from the town centre of Cooroy, so that virtually all external trips must be
via private vehicle.
21 Provide analysis of the development impact on the traffic conditions within Cooroy
CBD and particularly on the intersection of Myall Street with Elm Street (the railway
overpass) and include recommended works to offset impacts at this intersection.
22 Explain the expected or intended relationship between the proposed development
and the adjacent Bruce Highway, given that it is proposed to be located immediately
adjacent to an all-turns interchange with the highway. It appears that, depending on
signage, it could be intended to function as a service centre to two separate facilities
– both Myall Street and the Bruce Highway. This will be particularly relevant in
respect of the discussion at Section 4.2.1 of the Pekol Traffic and Transport Report.
In particular, any “drop-in” traffic diverted from the Bruce Highway will effectively be
“new trips” in respect of the Myall Street intersections.
23 Taking into account the item above, provide further justification for the design traffic
generations discussed in Section 4.2.1 of the Traffic and Transport report, and
provide the results of new analysis if design generation rates are adjusted.
24 The results of appropriate speed surveys to justify the design speeds adopted for
sight distance and geometric design purposes.
25 Further details to identify clearing requirements within the road reserve, sign
relocations and property boundary or fence set-backs which might be necessary to
provide satisfactory sight distances to and from the proposed site access
intersection with Myall Street.
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26 Provide a preliminary geometric design for the proposed site access intersection
taking account of the existing intersections north and south of the proposed Myall
Street site access intersection.
27 Confirm that SIDRA default values have been used, or justify any alternative gap
acceptance (or other) parameters used in analysis.
28 Provide SIDRA (lane) output tables for the proposed site access intersection in the
same format as those in Appendix “C” of the Pekol Traffic and Transport report.
29 Provide strategy and details of pedestrian and bicycle access to the site (particularly
to the proposed food store the fast food outlet) and including end of trip facilities and
taking into account of the nearby high school, and any other potential local
generators.
30 Provide a plan indicating the proposed pedestrian and bicycle pathways/movement
network within and around the site.
ECOLOGY
Issue – Fauna Survey
Appendix D of the submitted Ecological Assessment Report states the Report has been
prepared in accordance with Planning Scheme Policy 18 - Ecological Assessment
Guidelines. No fauna survey results are presented in the application material.
Information Required
31 Provide evidence of the fauna survey in accordance with Table 7.1 of Planning
Scheme Policy 18- Ecological Assessment Guidelines.
Issue – Riparian Buffer
The submitted Ecological Assessment Report does not adequately address the Specific
Outcomes of the Biodiversity Overlay for the Riparian Buffer Area on the site.
Information Required
32 Provide an assessment of the proposal with relation to each of the Riparian Buffer
Area Outcome 5 specific outcomes, in particular
(a) How the proposal protects riparian zones by avoiding any new development
in the riparian buffer area
(b) How the proposal protects riparian zones by retaining aquatic and terrestrial
habitats in riparian zones
(c) How the proposal protects riparian zones by maintaining wildlife corridors
along watercourses and drainage lines for native fauna movement
(d) How the proposal protects riparian zones by avoiding edge effects and
incompatible uses in riparian zones
(e) How the proposal protects riparian zones by maintaining bank stability by
minimizing bank erosion and slumping
(f) How the proposal protects riparian zones by maintaining water quality by
filtering sediments, nutrients and other pollutants
(g) How the proposal protects riparian zones by removing undesirable plant
species and replacing them with vegetation of local origin;
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MCU14/0056
Issue – Riparian Buffer
The Biodiversity Overlay of the Noosa Plan seeks to protect riparian zones by providing a
buffer area that separates development from riparian zones. The proposal seeks to provide
development within the riparian buffer area.
Information Required
33 Provide justification, based on environmental grounds, for the development to occur
with the riparian buffer area.
WATER QUALITY
Issue – MUSIC Model
Figure 5.1 in the Engineering and Stormwater Management Plan Report indicated that the
MUSIC model was only configured for proposed development within the boundaries of the
site and does not consider any inflows from catchments off the site.
Information Required
34 Demonstrate that the MUSIC model adequately sized all bioretention basins for all
catchments that drain to each.
Issue – MUSIC Model
The access roads to serve the development will certainly experience increased traffic flows
and may also require upgrading as a result of the increased intensity of use. These factors
will contribute to increases in water pollutants as a result of the development.
Information Required
35 Amend the MUSIC model to include all catchments (including external road
catchments) that will experience increased traffic or require road upgrades as a
result of the proposed development. Demonstrate that the State Planning Policy
Water Quality Pollutant Reduction Targets will still be met. Also demonstrate that
adequate permissions can be obtained for construction and installation of any Water
Quality Improvement infrastructure external to the site.
Issue – Basin Function
Drawing 14012-P004 shows drainage from the future development area being directed to
the bioretention basin for the tourist park prior to entry to the detention basin.
Information Required
36 Demonstrate how the capacity of the tourist park bioretention basin and detention
basin will not be compromised from inflows from future development.
Issue – Basin Details
It is uncertain from the provided drawings whether the proposed bioretention basin
footprints correspond with the MUSIC modelling, provide adequate batters, forebay,
maintenance access areas and adequate fall for drainage.
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Information Required
37 Label the nominated sizes for each basin on the drawings and ensure adequate
footprint is included on the design to include the required filter media area plus
sediment forebays plus 1:4 batters around the edges of the basins and maintenance
access points. Also propose estimated inlet and outlet levels for the stormwater
drainage to and from each biobasin.
Issue – Basin Discharge
It appears that waters treated in the service station bioretention basin will also enter the self
storage biobasin, or vice versa. There is concern that some waters will unnecessarily be
retreated/impede the treatment capacity of the recieving basin. The outlet point is unknown.
Information Required
38 Please demonstrate that discharge from the self-storage area bioretention basin will
have a legal point of discharge and will not be retreated or overload another
proposed bioretention basin.
ACOUSTICS
Issue – Acoustic Assessment
A number of aspects of the submitted Acoustic Assessment require clarification or
additional detail.
Information Required
39 Provide an amended Acoustic Assessment addressing the following:
(a) Provide further information about the traffic noise model, including the extent
of the model, ground absorption co-efficient, buildings included, grid spacing
for noise contour plots.
(b) Re-plotting of the traffic noise levels contours showing 60 dBA L10 (18 hour)
scale and increments of 1 dB.
(c) Provide further information to demonstrate that the proposed park cabin
design may satisfy the MP4.4 noise criteria for a 6.0m high boundary
acoustic barrier.
(d) Provide information to demonstrate compliance for the whole pool area with
the passive recreation noise criterion.
(e) Conduct testing to determine a representative caravan outside-to-inside field
transmission loss with natural ventilation, and then determine a suitable
external façade corrected noise criterion based upon the recommended
mobile accommodation noise criteria noted in Section 2.1.1 above.
(f) Provide further information to demonstrate that the mobile accommodation
will comply with the determined façade corrected noise criterion.
(g) Provide an assessment of sleep disturbance due to road traffic for the park
cabins and mobile accommodation areas, based upon the sleep disturbance
criterion of Section 2.1.1 above.
(h) Provide an assessment of the noise impact of commercial uses upon the
tourist park accommodation during the day, evening and night periods.
(i) Review and confirm the applicable noise criteria levels in Tables 5.3 and 5.4
of the acoustic report.
(j) Provide a detailed description of the noise model used to assess the impact
of the commercial uses, including source locations, buildings included, car
wash roof, receptor locations.
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MCU14/0056
(k) Provide predictions of cumulative commercial noise impacts for various
operating scenarios to confirm compliance with the criteria the Ferrell Street
receptors for the commercial uses on the development site.
(l) Provide an assessment of the noise impact of the changed traffic volumes on
Ferrells Road to the existing sensitive receptors in this road.
(m) Provide further information regarding noise character adjustment for noise
from commercial uses, including reversing alarms.
(n) Provide a more detailed acoustic assessment of vehicle movements and
noise emissions on the site, particularly at night.
(o) Provide a more detailed explanation of the reasons for the height and length
of the noise barrier along the Ferrells Road site boundary.
(p) Provide further information to support the noise mitigation measures listed
for control of commercial uses noise emissions upon Ferrell Street receptors.
(q) Specify maximum sound power levels/acoustic performance requirements
for all mechanical plant (including the carwash/vacuum facility) based upon
the cumulative noise budget required to achieve compliance for commercial
uses for Ferrell Street receptors and tourist park cabins and mobile
accommodation.
(r) Provide a draft noise management plan that covers, as a minimum, authority,
training, expectations, maintenance of noise mitigation measures, vehicle
speed management on site, patron behaviour and noise control, and
complaints.
Issue – Plans to Reflect Acoustic Recommendations
The proposal documents should reflect the recommendations of the Acoustic Assessment.
Information Required
40 Provide an updated town planning report and architectural drawings that include the
recommendations of the acoustic report, with the architectural drawings to include
noise barriers and a floor layout for the site manager’s building.
ENVIRONMENTAL HEALTH
Issue - Manifest Quantity Workplace
Service Station design details were not provided in proposal.
Information required
41 Provide details of how the Manifest Quantity Workplace (MQW) will comply with
State interests (Workplace Health and Safety Queensland) for the design and
operation of the site.
Issue – Environmental Protection
Further information is required to assess the service station and its storm water/spill
containment system in order to prevent or minimise environmental harm and demonstrate
compliance with the general environmental duty under the Environmental Protection Act
1994.
Information Required
42 Please provide detailed design information of the service station, including the
following as a minimum:
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a) Detailed drawings showing the proposed design of service station including
underground and/or above ground storage capacity of flammable and
combustible liquids on site
b) Maximum storage volume of storage tanks and type of fuel
c) Describe the type of storage tanks (e.g. double containment FRP etc.)
d) Location of tanks & distances to protected works, including site plan etc.
e) Leak detection methods proposed (e.g. statistical inventory analysis, automatic
tank gauging, electronic line leak detection, safe suction etc) - at least 2
methods capable of detecting a leak at a rate of 0.76 litres per hour or more with
at least 95% accuracy and a probability of false detection of 0.05 or less
f) proposed ground water monitoring wells and location
g) vapour recovery design proposed (Type 1and/or Type 2)
h) clarify the description of the forecourt spillage containment system and drip line
using drawings and contours etc (i.e the system to capture all spilt fuels and
other contaminants as a result of the dispenser pumps operation and bulk
delivery filling of the underground/above ground tanks)
i) describe the capacity of forecourt containment vessel (i.e. minimum 10,000 l
sump/tank with no connections to stormwater and with/without connections to
sewer). It appears that the Puraceptor system is also to be used to capture
flows/spills from the fuel dispensing area as well as the blind sump/tank) where it
is stated in Item e Service Station Treatment - “It is proposed that a SPEL
Puraceptor containment system be installed to capture and retain flows from the
fuel dispensing areas”.
j) clarify the use of the Puraceptor system for treatment of stormwater runoff from
uncovered (non-fuel dispensing areas) of the service station to remove
contaminants prior to discharge to stormwater system
k) any sewer pre-treatment devices/options (if any) consistent with Unitywater’s
Trade Waste Policy and/or advice
l) regulated waste removal and disposal options
m) any other information that supports environmental protection including the
protection of the water supply catchment
Issue - Local Law No.1 (Administration) 2011 - Accommodation
The operation of the accommodation park is a prescribed activity under Local Law No.1
(Administration) 2011 - Accommodation, which requires plan approval and an annual
approval to operate. Further details are required to adequately assess the proposal and
determine if the design will comply with the Local Law.
Information Required
43 Confirm the design for the accommodation park satisfies following criteria identified
under Local Law 1:
a) camp sites must be large enough to allow a 1.8 metre separation distance
between sites, or if devices are used to secure a tent, between the devices and
the adjacent tent or devices used to secure it; and
b) every site shall have a well drained surface and where concrete pads are
provided they should be designed and built in accordance with the current
Australian Standard; and
c) a sufficient number of conveniently located and suitably equipped toilet and
ablution facilities must be provided for each gender in accordance with the
following guidelines—
(i) where private ensuite facilities are not provided for accommodation on
a site—
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MCU14/0056
a). facilities must be located at least 6 metres but no more than
100 metres from the site; and
b). where there are 40 sites or fewer, one pedestal for every 7
sites must be provided for female occupants, one pedestal for
every 10 sites must be provided for male occupants, and a 0.6
metre urinal must be provided for every 20 sites (or part thereof)
for male occupants; and
c).where there are more than 40 sites, the appropriate number of
toilet facilities shall be as provided in caravan park industry
guidelines; and
(ii) individual toilets, showers or baths must be adequately screened for
privacy; and
(iii) separate ablution facilities for each gender must be provided in the
ratio of one shower or bath and hand basin to every 15 sites; and
d) be provided with adequate laundry facilities for use by residents
e) be provided with a suitable “dump point” connected to sewer for use by campers
to dispose of sewage holding tanks etc.
f) any other information that would support the issue of a permit for the
accommodation park under the Local Law.
Issue – Waste Management
Waste Management – waste storage, collection and transport has not been adequately
described in the proposal. To ensure waste is adequately managed and complies with the
Waste Reduction and Recycling Act 2011 the following information is requested to help
assess the proposal and determine if the design is suitable.
Information Required
44 Please provide a Waste Management Plan (Operational) in accordance with
Planning Scheme Policy No. 9 “Waste Management Multi-Dwellings and
Commercial and Industrial Premises”, for the day-to-day operation of the
development, including an integrated approach to the waste management for the
service station, accommodation park, food sales shop and fast food drive thru. The
plan is to be submitted and approved by council prior to the issue of the Decision
Notice for Operational Works. The Plan should include the following information as
a minimum:
a) The types of waste that will be generated from the activities approved within the
development.
b) Estimated volumes or tonnage of both recyclables and waste generated.
c) Methods to be used for dealing with any green waste.
d) Initiatives to minimize waste either by waste prevention, reduction, re-use or
recycling.
e) Description of procedures for getting all waste to the bins; the storage of bins
and the collection of bins by the contractor.
f) A description of the design details of waste storage and recycling areas
including size, location, elevation, enclosure/s, floor plan and methods of bin
washing that prevent contamination of storm water and an appropriately sized
bin wash area drained to sewer. The bin wash area should have as a minimum:
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.
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MCU14/0056
g) A description of types and volume of waste storage containers to be used. Note:
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.
h) The waste and recycling storage area should include the provision of correctly
sized containers for all waste and recycling materials including putrescible
matter, non-recycling waste, paper/ cardboard, glass, aluminium/steel cans,
waste oil, styrofoam boxes, etc., and bin washing facilities connected to sewer.
i) A detailed description of the waste vehicle access to collect waste including
vehicle turnarounds consistent with vehicle access requirements that allow
vehicles to enter and leave the site in a forward direction. It should be noted
that:
Waste vehicles are front loading for steel bins 1.5 to 3m3 bins
Waste vehicles are rear loading for plastic low noise bins 1.1m3 bins
Waste vehicles are side loading for 240 litre wheelie bins
Please see the specifications for Refuse Vehicle Access
Requirements for design purposes below
j) Refuse Vehicle Access Requirements for Noosa Shire.
End of Information Request
Under the provisions of the Sustainable Planning Act 2009, you have three options
available in response to this Information Request. You may give the assessment manager
(in this instance Council) and each referral agency (if any):
(a) all of the information requested; or
(b) part of the information requested together with a letter asking the assessment
manager and each referral agency to proceed with the assessment of the
application; or
(c) a letter;
(i) stating that you do not intend to supply any of the information requested; and
(ii) asking the assessment manager and each referral agency to proceed with
the assessment of the application.
A response to the above is required to be submitted, prior to further assessment of the
application. If any further matters arise as part of assessment of this application, you will be
advised accordingly. Council prefers that all the information requested be submitted as one
package. Should any Concurrence Agency make an Information Request, please ensure
you provide Council with a copy of the information provided to that Concurrence Agency.
You may wish to follow the progress of this application via Council’s Planning Online tool at
www.noosa.qld.gov.au .
Should you have any further queries in relation to this request, please do not hesitate to
contact me on ph. 53296239.
Yours faithfully
DENIS WALLACE
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