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DEVELOPMENT APPLICATION WITHIN A PRIORITYDEVELOPMENT AREA FOR GENERAL INDUSTRY USE(CONCRETE BATCHING PLANT)

PLANNING ASSESSMENT REPORTPrepared for:Hanson Construction Materials Pty Ltd

Date:11 April 2014

File Ref:1713_DA1_310_002

Concrete Batching Plant – 236 Abbotsford Road, Bowen Hills QLD 4006Planning Assessment Report

Document Control

file ref. 1713_DA1_310_002 GROUNDWORK p l u s

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Job Details

Ref no.: 1713_DA1_310_002

Document Title: Planning Assessment Report

Development Application within a Priority Development Area for GeneralIndustry Use (Concrete Batching Plant)

236 Abbotsford Road, Bowen Hills QLD 4006 (Lot 22 on RP46694, Lots 16to 21 on RP48712, Lots 33 to 37 on RP55484, and Lot 314 on SP268648)

Principal Author: Sophie Malkin

Client: Hanson Construction Materials Pty Ltd

Document StatusVersion Description Date Author Reviewer1 Planning Assessment Report 11 April 2014 Sophie Malkin John Taylor/Tegan Smith

Distribution Record# Copies (electronic / hardcopy)Destination

V1 V2 V3 V4 V5 V6 V7 V8 V9Hanson Construction Materials PtyLtd

1e

Economic DevelopmentQueensland (EDQ)

2h / 1e

Copyright ©These materials or parts of them may not be reproduced in any form, by any method, for any purpose except with written permission from Groundwork Plus.


Table of Contents


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1 Introduction .................................................................................................................................................................11.1 Scope....................................................................................................................................................................11.2 The Applicant........................................................................................................................................................1

2 The Site.........................................................................................................................................................................22.1 Site Details............................................................................................................................................................2

3 Description of the Development Proposal..............................................................................................................43.1 Overview...............................................................................................................................................................43.2 Prelodgement meetings........................................................................................................................................43.3 Concrete Batching Process ..................................................................................................................................43.4 Hours of Operation ...............................................................................................................................................53.5 Site Access and Transportation............................................................................................................................63.6 Vehicle Parking.....................................................................................................................................................63.7 Landscaping .........................................................................................................................................................63.8 Virtual Brisbane Images........................................................................................................................................63.9 Sub-Consultant Assessment Reports...................................................................................................................6

3.9.1 Noise Impact Assessment................................................................................................................................73.9.2 Dust Impact Assessment .................................................................................................................................73.9.3 Flood Impact Assessment................................................................................................................................83.9.4 Site Based Stormwater Management Plan ......................................................................................................83.9.5 Traffic Assessment...........................................................................................................................................83.9.6 Water and Sewerage Services.........................................................................................................................93.9.7 Revetment Wall Stability Assessment..............................................................................................................9

4 Planning Framework ................................................................................................................................................104.1 Statutory Planning Process ................................................................................................................................10

4.1.1 Economic Development Act (ED Act).............................................................................................................104.2 State Planning Instruments.................................................................................................................................10

4.2.1 Bowen Hills Urban Development Area (UDA) Development Scheme............................................................104.2.2 Environmental Protection Act 1994................................................................................................................124.2.3 South East Queensland Regional Plan 2009-2031........................................................................................134.2.4 State Planning Policy .....................................................................................................................................134.2.5 ULDA Guidelines............................................................................................................................................18

4.3 Local Planning Instruments ................................................................................................................................184.3.1 Brisbane City Plan 2000.................................................................................................................................18

5 Conclusion.................................................................................................................................................................19


Table of Contents


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FIGURES

Figure 1 Site Location Plan 1713.003Figure 2 Site and Surrounds 1713.001Figure 3 Zoning and Precinct Plan 1713.002Figure 4 Proposal Plans

- General Site Layout 1713.004R2- Detailed Site Layout 1713.007R2- Proposed Batching Plant Elevations 1713.008R1- Slump Stand Building Floor Plans 1713.009A- Slump Stand Building Elevations – Western and Eastern 1713.009B- Slump Stand Building Elevations – Northern and Southern 1713.009C- Washout Bay Building Floor Plan 1713.010A- Washout Bay Building Elevations- Vehicle Access and Movement Plan

1713.010B1713.011

ATTACHMENTS

Attachment 1 Site PhotographsAttachment 2 Current Title SearchAttachment 3 Contaminated Land SearchAttachment 4 Noise and Dust Impact Assessment ReportAttachment 5 Landscape Concept PlanAttachment 6 Virtual Brisbane ImagesAttachment 7 Flood Investigation ReportAttachment 8 Site Based Stormwater Management PlanAttachment 9 Traffic Engineering ReportAttachment 10 Water and Sewerage Services ReportAttachment 11 Revetment Wall Stability AssessmentAttachment 12 UDA-wide Criteria AssessmentAttachment 13 Brisbane City Council – Assessment of Codes



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1 Introduction

1.1 Scope

Groundwork Plus has been commissioned by Hanson Construction Materials Pty Ltd (Hanson) to prepare a planningassessment report (Planning Report) to accompany a development application, which is required to be made to EconomicDevelopment Queensland (EDQ) for the establishment of a concrete batching plant at 236 Abbotsford Road, Bowen HillsQLD 4006 (the Site).

The development application comprises a General Industry use (concrete batching plant) within a Priority DevelopmentArea (PDA).

The Site is located within the Bowen Hills UDA, as regulated under the Economic Development Act 2012 (ED Act). TheBowen Hills UDA Development Scheme includes the Site within Precinct 9, identified as the Breakfast Creek Precinct.

The Planning Report examines the relevant Bowen Hills Urban Development Area (UDA) Development Schemerequirements for the Site, as well as the operational aspects of the development. Although EDQ is assessment manager,some Council regulations are also requested by EDQ to be addressed. The purpose of the Planning Report is to ensurethat sufficient information is provided to EDQ and other interested parties, to assist in the assessment of the developmentapplication.

1.2 The Applicant

The applicant is Hanson Construction Materials Pty Ltd. Hanson operates quarries and concrete batching plantsthroughout Australia and is recognised as one of the country’s leading supplier of building materials to the constructionindustry.



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2 The Site

2.1 Site Details

Location: The Site is located at 236 Abbotsford Road, Bowen Hills QLD 4006 (refer FIGURE 1 –SITE LOCATION PLAN).

Previous Land Use: The Site was previously used as Brisbane City Council’s bus depot and is currentlyimproved by two (2) attached buildings, three (3) sheds, two (2) above ground diesel fuelstorage tanks, as well as various carports and outbuildings (refer ATTACHMENT 1 –SITE PHOTOGRAPHS). Necessary infrastructure including road, kerb and channel andessential services is currently provided to the Site.

Access: The primary access to the Site is via Gebbie Street at the northern end of the Site, whichleads to a signalised intersection with Abbotsford Road. This access is proposed to beused solely by heavy vehicles (trucks). A secondary access for light vehicles (cars) is tobe maintained at the southern end of the Site, which will be restricted to ‘left in’ and ‘leftout’ movements only (refer FIGURE 2 – SITE AND SURROUNDS).

Real Property Descriptions:Lot no. Plan22 RP4669416 RP4871217 RP4871218 RP4871219 RP4871220 RP4871221 RP4871233 RP5548434 RP5548435 RP5548436 RP5548437 RP55484314 SP268648

Total Site Area: 17,779 m2.

Tenure: Freehold.

Registered Proprietors: Brisbane City Council(Lot 22 on RP46694, Lots 16 to 21 on RP48712, Lots 33 to 37 on RP55484)

The State of Queensland represented by Department of Natural Resources and Mines(Lot 314 on SP268648)

Refer to ATTACHMENT 2 – CURRENT TITLE SEARCH.



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Easements: No easements have been identified on the Site.

Local Authority: Brisbane City Council.

Assessment Manager: Economic Development Queensland (EDQ).

Planning Scheme: Bowen Hills Urban Development Area (UDA) Development Scheme.

Precinct: Precinct 9: Breakfast Creek Precinct (refer FIGURE 3 – ZONING AND PRECINCTPLAN).

Surrounding Land Uses: The Site is located within the Light Industry area of the Bowen Hills UDA Structure Plan.The Site adjoins a commercial office building to the north and a car wash facility to thesouth. The Site is bounded by Breakfast Creek to the east and Abbotsford Road to thewest. Beyond Breakfast Creek, the land is included within the Light Industry AreaClassification, as designated within the City Plan 2000. Being located within the existingindustrial area, the Site is generally in excess of 500 metres from surrounding residentialuses, with a small number of Low-medium Density Residential uses locatedapproximately 350m to the north, on the opposite side of Crosby Road.

Vegetation: There is no existing vegetation, or landscaping on the Site. A 2m landscaping strip existsalong the Gebbie Street frontage. Adjacent to the eastern boundary and for the length ofBreakfast Creek, a substantial stand of mangroves currently screens the Site from theopposite side of Breakfast Creek (in particular Sandgate Road). There is no impactproposed to these existing mangroves as part of this application.

Contaminated Land: A Contaminated Land Search identifies part of the Site (Lot 37 on RP55484) as includedon the Environmental Management Register (EMR). It is understood that this EMR listingis in relation to the two (2) 26,000 litre above ground diesel fuel storage tanks.

Refer to ATTACHMENT 3 – CONTAMINATED LAND SEARCH.



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3 Description of the Development Proposal

3.1 Overview

Hanson is proposing to establish a concrete batching plant for the manufacture of pre-mix concrete. The proposeddevelopment will service an existing and increasing demand for an essential construction material, to accommodatepopulation growth and support investment in infrastructure and property development, particularly within the BrisbaneCentral Business District (CBD) and surrounding inner city suburbs. In this regard, the development will ensure thecontinued supply of concrete to this vital growth area. The proposed development will also provide a source ofemployment to the local community, provide benefits to local services and suppliers, as well as providing a source oftraining and contribute towards wider related job opportunities within the wider South-east Queensland region.

The Site’s proximity to the inner city market will ensure the efficient and cost effective supply of concrete, while managingon site impacts, to ensure an acceptable level of amenity is maintained to surrounding land uses. The location of concretebatching plants in proximity to the Brisbane CBD and surrounding inner city suburbs is necessary to ensure that theintegrity of concrete products are not compromised (i.e. the concrete does not begin to set in agitator trucks, duringtransport and delivery – Australian Standard AS 1379 – Specification and Supply of Concrete, clause 4.2.5 allows 90minutes from the initial mixing of the concrete, until discharge under normal circumstances) and that the resultant cost ofthe supply of concrete to the market is maintained at an affordable level. The location of concrete batching plants inproximity to end users also results in competitive pricing, a reduction in travel distance and congestion, and consequentlyan overall reduction in fuel consumption and greenhouse gas emissions.

3.2 Prelodgement meetings

A series of prelodgement meetings have been held with EDQ officers and representatives from Brisbane City Council.These meetings have informed the design and operational requirements of the proposed development. All sub-consultantreports that accompany this application have also been initially reviewed by EDQ officers, to ensure that the content,proposed measures and relevant design provisions adequately address the Development Scheme requirements and anyof the relevant codes and policies.

The prelodgement meetings were held on the following dates:

· 13 February 2014· 27 February 2014· 6 March 2014 (engineering matters)· 12 March 2014.

3.3 Concrete Batching Process

Concrete batching is a manufacturing process where cement, cementitious materials, fine aggregate (sand), coarseaggregate, admixtures and water are proportioned and mixed, to produce ready-mixed concrete. The proportions andquantities used vary, depending on the particular specifications and required strength class.

Raw sand and gravel materials are transported to the Site in heavy vehicles, such as semi-trailers and truck and dogcombinations. The material is delivered to the top of a loading ramp, where it is dropped into drive-over bins, which thenpass onto a conveyor and into one of the respective bulk aggregate storage receptacles. This material is then fed into theplant for mixing via a further set of conveyors. It is noted that all conveyors and storage receptacles are proposed to becompletely enclosed, to ensure potential noise and dust impacts are suitably managed.

The cement and other cementitious materials are delivered in steel tankers and pneumatically blown into the silos. Thecementitious material held in these silos is then discharged via weigh hoppers directly into the transit mixers.



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The material is batched to meet required concrete specifications and in accordance with customer requirements. Thebatching process involves loading the truck mounted mixers with the raw materials, cementitious material, water andadmixtures. Additional water is then added to achieve the required consistency, which occurs within the enclosed slumpstand area. The concrete is then kept in an agitated state during delivery to the customer’s site.

When the concrete agitator returns from the job, any residue concrete material is washed out of the agitator bowls withinthe designated washout areas, which are also enclosed within a suitably bunded and otherwise enclosed building. Thewater used in this process is kept completely separate to all other operations on the Site and is collected in large stirrerpits. The water is then drained out of the pits after it has been allowed to settle and is then captured within the plant watersystem, for reuse in the batching of concrete. The solid material remains in the wash out pits, until they are full. This solidmaterial once at a suitably dry state for transportation is then recycled off-site.

The equipment and facilities associated with the proposed concrete batching plant operation will include but is not limitedto the following:

· Office spaces, including staff amenities and lunchroom· Laboratory· Staff and visitor car parking· 16 bulk aggregate storage receptacles· Enclosed and bunded truck washout facilities· Silos· Enclosed raw material conveyors· Semi-enclosed slump stand· Stormwater detention / recycling facilities· Landscaping· Security (fencing and lighting)· Front end loader.

Refer to FIGURE 4 – PROPOSAL PLANS.

3.4 Hours of Operation

The proposed hours of operation are twenty-four (24) hours a day, seven (7) days a week.

The proposed hours of operation will depend on levels of demand for concrete production and the requirements forparticular jobs. Increasingly, Local Authorities, State Agencies and contractors are requiring that maintenance and buildingworks be undertaken during the night, as well as on public holidays and Sundays, due to factors such as minimising trafficdisruption, safety, economics and construction schedules.

It is imperative that the concrete batching plant has the ability to operate on a twenty-four (24) hour basis and seven (7)days a week, in order to meet current demands associated with the building and construction industry, in an inner cityenvironment.

When not operating on a 24 hour basis, hours of operation will generally be 5:00am to 10:00pm, Monday to Saturday.Daytime, evening and night time noise impacts will be managed in accordance with the recommendations of the noiseimpact assessment, prepared by MWA Environmental (refer ATTACHMENT 4 – NOISE AND DUST IMPACTASSESSMENT REPORT).



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3.5 Site Access and Transportation

All materials and deliveries will be transported by road. Heavy vehicle access is proposed to be via the existing accessarrangements at the northern end of the Site via Gebbie Street, off Abbotsford Road. Concrete agitator trucks and cementdelivery trucks are proposed to circle the Site in a clockwise direction, and exit through the northern access point.Aggregate delivery trucks are proposed to enter the Site via the northern access point and exit via the southern accesspoint. Light vehicles (cars) are proposed to enter and exit the Site via the existing driveway access located at the southernend of the Site, off Abbotsford Road. Refer to FIGURE 4 – PROPOSAL PLANS (VEHICLE ACCESS AND MOVEMENTPLAN) for a conceptual illustration of proposed vehicle movement through the Site.

3.6 Vehicle Parking

Provision is made on the proposed plans for a total of thirty seven (37) car parking spaces including one (1) disabledspace, located at the southern end of the Site (refer FIGURE 4 – PROPOSAL PLANS). Provision is also made for twentyfour (24) heavy vehicle (truck) parking spaces.

The Precinct 9 provisions of the Development Scheme suggest that the parking rate for an Industry use should be amaximum of 1 space for every 50m2 of floor space. The 3,279m2 of floor space proposed would generate 66 parkingspaces, which is well in excess of the parking numbers required for the proposed use.

Approximately 40 concrete trucks will be frequenting the site, which then converts to approximately 30 truck drivers thatdrive to the site to pick up their truck for the day, as well as 3 to 4 on site staff. Based on similar operations in South-eastQueensland, there are very few visitors to the site. Based on these known generation rates, the proposed 37 car parkingspaces is considered to be sufficient for the proposed use. In the unlikely event that additional on-site car parking isrequired, the truck drivers will be directed to park their cars within the designated truck parking bays, which will be emptyduring the day.

3.7 Landscaping

The proposal development will include additional landscaping areas to what was previously included on the Site (referATTACHMENT 5 – LANDSCAPE CONCEPT PLAN). In particular, the northern end of the Site is proposed to belandscaped in order to visually screen the proposed operation from nearby commercial buildings. Shade trees will beprovided adjacent to car parking areas where possible. For the frontage onto Abbotsford Road, boulevard planting isproposed to be installed as required by Council’s design manual.

3.8 Virtual Brisbane Images

In order to provide images of the proposed development as viewed from surrounding areas, a number of 3D images havebeen compiled through Council’s Virtual Brisbane modelling program (refer ATTACHMENT 6 – VIRTUAL BRISBANEIMAGES). These images, in conjunction with the additional landscaping proposed, demonstrate that the proposal is notinconsistent with the industrial/commercial nature of the surrounding area.

3.9 Sub-Consultant Assessment Reports

A number of sub-consultant assessment reports were required to be prepared, as outlined in the various prelodgementmeetings with EDQ. Following is a summary of the reports compiled and their respective recommendations.



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3.9.1 Noise Impact Assessment

The Noise Impact Assessment Report has been prepared by MWA Environmental (refer ATTACHMENT 4 – NOISE ANDDUST IMPACT ASSESSMENT REPORT). This assessment addresses the potential impact of noise emissions from theproposed concrete batching plant on surrounding sensitive land uses, with reference to the relevant regulatory noise limits.A number of noise control measures are proposed to be incorporated within the development, as listed below:

- The slump stands, loading bays and cement tanker unloading points are proposed to be located within a building.Openings will be closed during loading activities with fast-acting roller doors, with allowance for vehicle access.The building is proposed to be constructed with a concrete lower wall and trimdek upper wall and roof (or othersimilar materials achieving equivalent or higher sound transmission loss). The inside wall faces and roof are toreduce reverberant noise levels using absorptive insulation.

- The wash bays are also proposed to be located within a building, opening to the eastern façade. The building isto be constructed of Trimdek wall and roof materials (or other materials achieving equivalent or higher soundtransmission loss).

- Pneumatic actuators for hoppers (etc.) are proposed to be fitted with effective silencers.- Agitator trucks (owned by or contracted to Hanson) are proposed to be fitted with broadband reversing alarms.- A 3m high (minimum) acoustic barrier is proposed to be constructed along the western Site boundary to the north

of the existing brick façade building.- A 4m high (minimum) acoustic barrier is proposed to be constructed to the east of the slumping building,

extending at least 15m north from the eastern point of the building.

The assessment gives consideration to sensitive receptors within the Bowen Hills local industry area, the Windsorresidential area and the Albion residential area.

The noise impact assessment concludes that, with the appropriate management measures as outlined above, theproposed 24 hour operation will not cause unreasonable amenity impacts at sensitive receptors.

3.9.2 Dust Impact Assessment

The Dust Impact Assessment Report (refer ATTACHMENT 4 – NOISE AND DUST IMPACT ASSESSMENT REPORT)prepared by MWA Environmental also addresses the potential impact of dust emissions on surrounding sensitive landuses, with reference to the required air quality objectives. Concrete batching plant operations involve the use of machineryand activities that have the potential to generate dust. Activities that have the potential to generate dust, as part of aconcrete batching plant operation include:

· On-site maintenance works· Truck movement on-site for transferring raw material· Loading, unloading and handling of raw material· Movement of raw material on conveyors· Concrete mix preparation and out-loading.

The development proposes a number of dust control measures, as listed below:

- Aggregate and sand is proposed to be delivered to drive-over bins and transferred immediately to the bulkaggregate store building via enclosed conveyors.

- The agitator trucks are proposed to load within an enclosure with an appropriate dust collection and filtrationsystem.

- Cement and flyash storage silos are proposed to incorporate effective dust filter systems (e.g. reverse pulse bagfilters) with filter medium breakthrough alarms, low level relief points, and automatic cut-off and/or high levelalarms to silos, to prevent overfilling.

- The Site is proposed to be sealed and regularly cleaned, to minimise silt accumulation and potential dustemissions from wind and vehicle manoeuvring.

The dust impact assessment concludes that, with the design and management measures as outlined above, the proposedconcrete batching plant will not cause unreasonable amenity impacts at sensitive receptors.



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3.9.3 Flood Impact Assessment

The Flood Investigation Reporting with respect to the proposed development has been prepared by Water Technology(refer ATTACHMENT 7 – FLOOD INVESTIGATION REPORT). The report identifies the following as potential flood issueson the Site:

· Local stormwater overland flow· Flooding from Breakfast Creek· Regional flood inundation from the Brisbane River· Storm tide inundation.

The development proposes to utilise existing infrastructure to the largest extent possible. New construction includes thefollowing (refer FIGURE 4 – PROPOSAL PLANS):

· A shed enclosing the slump stands located at the northern end of the Site· An aggregate handling facility and dispenser in the centre of the Site (drive over bins).· Fill is proposed to raise the ground level from approximately 2.5-2.6 metres AHD, to 2.8 metres AHD, to ensure

that the proposed buildings are above the defined flood level.

The Site layout does not encroach on the waterway corridor. The Bowen Hills UDA requires a minimum 10m buffer fromthe Mean High Water Spring (MHWS) tidal extent, to all proposed structures. The closest structure proposed is theproposed ramp leading from the aggregate drop-bin facility, which is approximately 14m at the closest point.

The Flood Investigation Report provides the following conclusions:

Riverine Flooding and Storm Tide Conditions- The proposed development involves some filling and construction, however the majority of these works are in

areas that are not estimated to be affected by 100 year ARI Breakfast Creek flood levels.- The risks of flood impacts from the development are low. This is further confirmed by negligible estimates for

offsite impacts from the proposed structures.- As a result, it can be concluded that the proposed development would have a negligible impact on flood levels in

areas surrounding the Site.

Local Stormwater Inundation- It is estimated that any event up to and including a Q100 would not result in any stormwater flow through the Site,

due to both internal surface levels and building features along the Abbotsford Road boundary, as well as theexisting kerb and blockwork construction around the perimeter of the Site (to be retained).

- Therefore, any proposed internal modifications to the Site are not expected to have an adverse impact on localstormwater.

3.9.4 Site Based Stormwater Management Plan

The Site Based Stormwater Management Plan (SBSMP) prepared by Water Technology provides a concept of how allwater runoff and stormwater is to be treated, collected and re-used on the site. The report confirms that water dischargedfrom the site will meet the required water quality objectives (refer ATTACHMENT 8 – SITE BASED STORMWATERMANAGEMENT PLAN).

3.9.5 Traffic Assessment

The Traffic Engineering Report prepared by TTM Consulting Pty Ltd (refer ATTACHMENT 9 – TRAFFIC ENGINEERINGREPORT) concludes that the traffic generated by the proposal will have no significant impact on the surrounding roadnetwork. The current access points, with slight reconfiguration, are considered appropriate for the proposed development.Proposed service vehicle arrangements exceed Council requirements, and are therefore considered suitable.

The report also concludes that the configuration of the parking area and the number of bays provided is consideredappropriate for the proposed development.



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3.9.6 Water and Sewerage Services

It is understood that all essential services are currently available to the Site. The engineering services report has beenprepared by Hilton Reid Consulting and suitably addresses these matters (refer ATTACHMENT 10 – WATER ANDSEWERAGE SERVICES REPORT). Sewerage generated from the concrete batching plant will be limited to that from theoffice and amenity facilities located within the existing building fronting Abbotsford Road. The existing 100mm sewerageproperty connection at this location is expected to be adequate.

A new water service, including a fire hydrant service, is expected to be required. The report advises that this should betaken from the Abbotsford Road water main.

3.9.7 Revetment Wall Stability Assessment

The Revetment Wall Stability Assessment prepared by Cardno Bowler Pty Ltd investigates the geological stability of theexisting revetment walls for the length of the Site fronting Breakfast Creek (refer ATTACHMENT 11 – REVETMENT WALLSTABILITY ASSESSMENT). The assessment provides the recommendation that a 2.5m horizontal separation ismaintained between the existing revetment wall and any parking areas. A minimum 2.5m landscaping strip is proposedalong parts of the north-eastern boundary of the Site, to ensure that revetment wall stability is not affected by parkingloads.



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4 Planning Framework

4.1 Statutory Planning Process

4.1.1 Economic Development Act (ED Act)

The Sustainable Planning Act 2009 (SPA) is typically the principal regulatory framework for planning land use andassessing development proposals in Queensland. However, the Site is located within a PDA, where development isregulated under the ED Act. In accordance with Section 73 of the ED Act, a person must not carry out assessabledevelopment in a PDA without a PDA development permit.

As the Site is within a PDA and the Assessment Manager is EDQ, there are no specific referral agencies for thisapplication.

4.2 State Planning Instruments

4.2.1 Bowen Hills Urban Development Area (UDA) Development Scheme

The Site is located within the Bowen Hills UDA. The Bowen Hills UDA Development Scheme provides a framework formanaging and assessing development within the UDA under the EDA.

The Development Scheme divides the Bowen Hills UDA into nine (9) zones and nine (9) precincts.

In addition, the Development Scheme sets objectives for development in each precinct. Development is managed inaccordance with UDA-wide criteria, the precinct intent, outcomes and development intensity and built form requirements.

4.2.1.1 Precinct/Zone

PrecinctThe Site is located within Precinct 9: Breakfast Creek Precinct (refer FIGURE 3 – ZONING AND PRECINCT PLAN).

ZoneThe site is further designated as being within the Medium Impact Employment Zone.

4.2.1.2 Use Definition

Schedule 2 of the Development Scheme outlines and defines uses and administrative terms. The proposed developmentfor a concrete batching plant is contained within the use definition of ‘General Industry’. Under the Development Scheme,General Industry means:

“Premises used for making, assembling, dismantling, break up, servicing, storing, repairing goods, or treatingwaste where potential impacts exist. The use includes, but is not limited to the following:

· fuel burning· boat maintenance· battery recycling· water treatment· beverage production· bottling and canning· concrete batching· tyre retreading· metal forming· edible oil processing· seafood processing· milk processing.”



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4.2.1.3 Assessment Level

The Development Scheme contains assessment tables which identify the level of assessment for development for eachprecinct. Assessment tables distinguish between exempt, self assessable, permissible and prohibited development.

The Precinct 9: Breakfast Creek Precinct assessment table is shown in Part 3.0 of the Development Scheme. The use‘General Industry’ is not included in Columns 1, 2 or 3b of the Development Scheme and is therefore classified aspermissible development by virtue of the following statement:

“All other development not specified in Column 1, Column 2 or Column 3B.”

It has been confirmed with EDQ officers by email dated 26 March 2014 that public notification will not be required for thisproposal.

4.2.1.4 UDA-wide Criteria

All development within the Bowen Hills UDA is assessed with reference to the UDA-wide Criteria as identified in theDevelopment Scheme.

An assessment of the development against the UDA-wide criteria has been included as ATTACHMENT 12 – UDA-WIDECRITERIA ASSESSMENT.

4.2.1.5 Precinct Intent

All development within the Bowen Hills UDA must demonstrate how it contributes to the intent of its applicable precinct.

The intent of Precinct 9: Breakfast Creek Precinct is as follows:

“Precinct Intent:

The intent of this precinct in the short term is to retain the industry activities which provide services to the innercity and business support for the activities in nearby areas.

There is opportunity within the precinct for small scale offices.

Opportunity will be taken to provide for public access along Breakfast Creek as redevelopment occurs.

Longer term, there is the potential to combine this precinct with the Queensland Rail land to the west, possiblyproviding for mixed use, showrooms and other forms of commercial development.

Precinct Outcomes:

· buildings must address the street· development will be predominantly industry with showrooms at ground level, facing the street.

Preferred land Uses:

· industry – other than intensive· office· showroom, storage and display facilities.”

The proposed development will provide an essential building material to Brisbane’s inner city. The expanding CBD is incontinuous need of concrete for maintaining, upgrading and constructing buildings and infrastructure. The Site’s proximityto the market will ensure supply is efficient and cost effective.



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The proposal includes stringent controls for managing potential impacts on commercial development in the area. Potentialnoise and dust impacts are proposed to be mitigated through measures such as completely enclosing the bulk aggregatestore and conveyors, and constructing an acoustic wall and roof over the Slump Stand. Visual amenity is proposed to beaddressed by installing new and additional landscaping along the northern boundary, as nominated on the proposal plans(refer FIGURE 4 – PROPOSAL PLANS). The landscaping is anticipated to include tall trees, to assist with screening theproposed development from the adjoining commercial offices.

4.2.1.6 Precinct Requirements

Development in the Bowen Hills UDA will be assessed against the relevant precinct requirements.

Table 1 below demonstrates the proposed development’s compliance with the Precinct 9 requirements.

Table 1: Precinct 9: Development Intensity and Built Form Requirements.Criteria Compliance

û/ü/NA

Comments

Maximum Plot Ratio 1.0 ü The proposed plot ratio is 0.18, and thereforemeets the required criteria.

Maximum Building Height 4 storeys ü No buildings are proposed to exceed 4 storeys inheight. The tallest structures included in theproposal are the cement silo structures at 27metres in height.

Front Building Controls 0 – 3 metres with awnings overentrances

ü The existing building located at the frontage ofthe Site to Abbotsford Road is to be retained.This building is located on the boundary.

Minimum Side Boundary Setbacks 0 metres ü No minimum side boundary setback is required.Minimum Rear Boundary Controls 6 metres ü No buildings are proposed to be located within 6

metres of the rear boundary (adjoining BreakfastCreek). An existing surcharge pit to be retainedand 3 new water tanks are the only structuresproposed to be within 6 metres of the rearboundary.

Minimum Setback to Breakfast/Enoggera Creeks

10 metres from high water mark ü All buildings and structures are proposed to besetback a minimum of 10 metres from theBreakfast Creek high water mark.

Car Parking Configuration At the rear of street facing uses N/A The proposed concrete batching plant does notinvolve a street facing use. Car parking is to bepredominantly used by staff, and is proposed tobe located at the southern end of the Site.

For Industry A maximum of 1 space for every50m2 of floor space

N/A Concrete batching plants do not require the samenumber of car parking spaces per floor space asother typical industries. Site operations willpredominantly involve heavy vehicles enteringthe Site, utilising Site facilities(loading/unloading/washout etc.), and thenleaving the Site. The number of permanent staffon the Site is proposed to be three (3). Theproposed provision of thirty seven (37) carparking spaces and twenty four (24) truck parkingspaces has been demonstrated as sufficient forthe proposed use.

Car ParkingRatios

For All Other Uses As per the planning scheme for thelocal government for the area

N/A The proposed development does not involve ause other than industry.

4.2.2 Environmental Protection Act 1994

Amendments to the Environmental Protection Act 1994 (EP Act) from 31 March 2013 removed concrete batching as aprescribed Environmentally Relevant Activity (ERA) and therefore any new development application for a concretebatching plant does not trigger the requirement for an Environmental Authority.



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4.2.3 South East Queensland Regional Plan 2009-2031

The South East Queensland Regional Plan 2009 – 2031 (Regional Plan) has been prepared by the QueenslandGovernment Office of Urban Management to provide a sustainable growth management strategy for South EastQueensland, to the year 2031.

The Regional Plan takes precedence over all other planning instruments. The Regional Plan prevails where there is anyinconsistency with any other plan, policy, or code including any other planning instrument made under State legislation thathave effect within the South East Queensland region. The regulatory provisions of the Regional Plan are required to betaken into account in planning and development decision-making processes, including state government plans andpolicies.

The Site is located within the Urban Footprint of the Regional Plan.

The Urban Footprint identifies land that can meet the region’s urban development needs to 2013 in a more compact form.The Urban Footprint includes established urban areas, broadhectare and remnant broadhectare areas that could besuitable for future urban development. It incorporates the full range of urban uses, including housing, industry, business,infrastructure, community facilities and urban open space.

The proposed development is consistent with the provisions of the Regional Plan.

4.2.4 State Planning Policy

On 2 December 2013, the Queensland Government released a new State Planning Policy (SPP), which has beendeveloped to replace multiple policies, previously in existence. The SPP provides a comprehensive set of principles whichunderpin Queensland’s planning system to guide Local and State Government in land use planning and developmentassessment.

The SPP provides a clear, consolidated and comprehensive view of the State’s interests in land use planning anddevelopment in one location.

Some State’s interests include development assessment requirements for certain applications. These developmentassessment requirements apply only if the local planning scheme has not yet been appropriately integrated the SPP. Thiswill usually occur when the preparation of a local planning scheme precedes the SPP. Over time, as new planningschemes are introduced or existing ones are amended to integrate the SPP, these development assessment provisionswill progressively become redundant.

The following State interests are applicable to the proposed development:

State Interest – BiodiversityThe purpose of the Biodiversity State Interest is to ensure matters of environmental significance are valued and protected,and the health and resilience of biodiversity is maintained or enhanced to support ecological integrity.

Development to which the Biodiversity interim development assessment requirements apply:In accordance with Part E: Interim Development Assessment Requirements of the SPP, a development applicationinvolving the following is to be assessed against the Biodiversity assessment requirements:

“A development application where the land relates to a matter of state environmental significance, if theapplication is for:

(a) operational work, or(b) a material change of use other than for a dwelling house, or(c) reconfiguring a lot that results in more than six lots or lots less than five hectares.”



Page 14

Assessment requirements:The following assessment requirements to be addressed as part of the development application are as follows:

“Development:

(1) identifies any potential significant adverse environmental impacts on matters of state environmental significance,and

(2) manages the significant adverse environmental impacts on matters of state environmental significance by, inorder of priority:

(a) avoiding significant adverse environmental impacts, and(b) mitigating significant adverse environmental impacts where these cannot be avoided, and(c) where applicable, offsetting any residual adverse impacts.”

The proposed concrete batching plant is an industrial operation and is appropriately located within an industrial area,commensurate with the surrounding development. While the SPP Interactive Mapping identifies the Site as beingconstrained by mapped “Regulated Vegetation (intersecting a watercourse)”, the mapping covers the existing mangroveswhich are located adjacent to the Site. The proposed development will not impact on, or interfere with the existingmangroves.

State Interest – Coastal EnvironmentThe purpose of the Coastal Environment State Interest is to ensure the coastal environment is protected and enhanced,while supporting opportunities for coastal-dependent development, compatible urban form, and safe public access alongthe coast.

Development to which the Biodiversity interim development assessment requirements apply:In accordance with Part E: Interim Development Assessment Requirements of the SPP, a development applicationinvolving the following is to be assessed against the Coastal Environment assessment requirements.

“A development application is for a material change of use, reconfiguring a lot or operational works on land in acoastal management district.”


“Development:

(1) avoids or minimises adverse impacts on:(a) coastal processes and coastal resources, and(b) scenic amenity of important natural coastal landscapes, views and vistas, and

(2) maintains or enhances general public access to, or along, the foreshore unless this is contrary to the protectionof coastal resources or public safety, and

(3) avoids private marine development attaching to, or extending across, non-tidal state coastal land abutting tidalwaters, and

(4) that is private marine development, occurs only where the development:(a) is located on private land abutting state tidal land and is used for property access purposes, and(b) occupies the minimum area reasonably required for its designed purpose, and(c) does not require the construction of coastal protection works, shoreline or riverbank hardening or

dredging for marine access, and(5) of canals, dry land marinas and artificial waterways:

(a) avoids adverse impacts on coastal resources, and(b) will not contribute to

i. degradation of water quality, orii. an increase in the risk of flooding, oriii. degradation or loss of matters of state environmental significance, oriv. an adverse change to the tidal prism of the natural waterway to which the development is

connected, and



Page 15

(6) does not involve reclamation of tidal land other than for the purposes of:(a) coastal-dependent development, public marine development or community infrastructure, where there

is no feasible alternative, or(b) strategic ports, boat harbours or strategic airports and aviation facilities in accordance with a statutory

land use plan, or(c) coastal protection works or work necessary to protect coastal resources or coastal processes, and

(7) provides facilities for the handling and disposal of ship-sourced pollutants in accordance with the SPP code:Ship-sourced pollutants reception facilities in marinas (Appendix 1) if the development:

(a) is for a marina, with six or more berths, located outside of strategic port land, core port land or a statedevelopment area, or

(b) involves individual dwellings with a structure that contains six or more berths emanating from commonproperty, such as in a body corporate arrangement.”

The proposed development will not impact on, or interfere with the existing mangroves. The SBSMP (refer ATTACHMENT8 – SITE BASED STORMWATER MANAGEMENT PLAN) outlines the measures proposed that will ensure water qualityobjectives are achieved for this development. As such, the proposed development will not have any adverse impact on thewater quality of Breakfast Creek. The potential flood impacts from the development have been addressed by the FloodInvestigation Report (refer ATTACHMENT 7 – FLOOD INVESTIGATION REPORT). This report confirms that there will beno measurable impact on upstream and downstream flood levels.

State Interest – Water QualityThe purpose of the Water Quality State Interest is to ensure the environmental values and quality of Queensland watersare protected and enhanced.

Development to which the Water Quality interim development assessment requirements apply:In accordance with Part E: Interim Development Assessment Requirements of the SPP, a development applicationinvolving the following is to be assessed against the Water Quality assessment requirements:

“Receiving waters – a development application for any of the following:

(1) a material change of use for urban purposes that involves a land area greater than 2500 square meters that:(a) will result in an impervious area greater than 25 per cent of the net developable area, or(b) will result in six or more dwellings, or

(2) reconfiguring a lot for urban purposes that involves a land area greater than 2500 square metres and willresult in six or more lots, or

(3) operational works for urban purposes that involve disturbing more than 2500 square metres of land.”


“Development:

(1) avoids or otherwise minimises adverse impacts on the environmental values of receiving waters arisingfrom:(a) altered stormwater quality or flow, and(b) wastewater (other than contaminated stormwater and sewage), and(c) the creation or expansion of non-tidal artificial waterways, and

(2) complies with the SPP code: Water quality (Appendix 2).”

Appropriate measures have been incorporated into the proposed development to ensure that water is managed and thatany potential impacts on the surrounding environment are contained and/or managed to achieve acceptable releasecriteria. The various processes and systems proposed are outlined in the SBSMP prepared by Water Technology (seeATTACHMENT 8 – SITE BASED STORMWATER MANAGEMENT PLAN).



Page 16

The SBSMP prepared for the proposed development, provides the framework for environmental management on the Siteand is a practical guide at the operational level to contain environmental impacts. The SBSMP has been prepared to assistin the management and protection of surrounding environmental values and describes how the operator proposes tomanage potential environmental impacts which may be caused by carrying out concrete batching operations (referATTACHMENT 8 – SITE BASED STORMWATER MANAGEMENT PLAN).

State Interest – Natural HazardsThe purpose of the Natural Hazards State Interest is to ensure the risks associated with natural hazards are avoided ormitigated to protect people and property and enhance the community’s resilience to natural hazards.

Development to which the Natural Hazards interim development assessment requirements apply:In accordance with Part E: Interim Development Assessment Requirements of the SPP, a development applicationinvolving the following is to be assessed against the Natural Hazards assessment requirements:

“A development application for a material change of use, reconfiguring a lot or operational works on land within:

(1) a flood hazard area, or(2) a bushfire hazard area, or(3) a landslide hazard area, or(4) a coastal hazard area.”

Assessment RequirementsThe following assessment requirements to be addressed as part of the development application are as follows:

“For all natural hazards:

Development:

(1) avoids natural hazard areas or mitigates the risks of the natural hazard, and(2) supports, and does not unduly burden, disaster management response or recovery capacity and capabilities,

and(3) directly, indirectly and cumulatively avoids an increase in the severity of the natural hazard and the potential

for damage on the site or to other properties, and(4) avoids risks to public safety and the environment from the location of hazardous materials and the release of

these materials as a result of a natural hazard, and(5) maintains or enhances natural processes and the protective function of landforms and vegetation that can

mitigate risks associated with the natural hazard, and

For coastal hazards – erosion prone area:

Development:

(6) is not located in an erosion prone area within a coastal management district unless:(a) it cannot feasibly be located elsewhere, and(b) is coastal-dependent development, or temporary, readily relocatable or able-to-be-abandoned

development, and(7) that is the redevelopment of existing permanent buildings or structures, is located outside an erosion-prone

area or, where this is not feasible, redevelopment:(a) is located:

i. as far landward from the seaward property boundary as possible, orii. landward of the seaward alignment of the neighbouring buildings, and

(b) provides space seaward of the development within the premises to allow for the future construction oferosion control structures, such as a seawall, and



Page 17

(8) proposes to undertake coastal protection work (excluding beach nourishment) only as a last resort wherecoastal erosion presents an imminent threat to public safety or existing buildings and structures, and all ofthe following apply:(a) the property cannot reasonably be relocated or abandoned, and(b) any coastal protection works to protect private property is located as far landward as practicable and on

the lot containing the property to the maximum extent reasonable, and(c) the coastal protection work mitigates any increase in coast hazard risk for adjacent areas.”

The potential flood impacts from the development have been addressed by the Flood Investigation Report. This reportconfirms that there will be no measurable impact on upstream and downstream flood levels (refer ATTACHMENT 7 –FLOOD INVESTIGATION REPORT).

State Interest – Strategic Airports and Aviation FacilitiesThe purpose of the Strategic Airports and Aviation Facilities State Interest is to ensure that planning protects the operationof strategic airports and aviation facilities, and enables the growth and development of Queensland’s aviation industry.

Development to which the Strategic Airports interim development assessment requirements apply:In accordance with Part E: Interim Development Assessment Requirements of the SPP, a development applicationinvolving the following is to be assessed against the Strategic Airports and Aviation Facilities assessment requirements:

“A development application that involves land located within a local government area that contains or is impactedby a strategic airport identified in Table 2: Strategic airports (Part D) or an aviation facility identified in Appendix 1of SPP Guideline: Strategic airports and aviation facilities if the development involves:

(1) a material change of use of premises which will result in work encroaching into the operational airspace of astrategic airport and is at least 12 metres high, or

(2) building work not associated with a material change of use mentioned in paragraph (1) that will result in workencroaching into the operational airspace of a strategic airport and is at least 12 metres high, or

(3) a material change of use of premises or reconfiguring a lot where any part of the land is within the 20 ANEFcontour, or greater, for a strategic airport, or

(4) a material change of use of premises or reconfiguring a lot where any part of the land is within the publicsafety area of a strategic airport, or

(5) a material change of use of premises where any part of the land is within the lighting area buffer zone of astrategic airport, or

(6) a material change of use of premises where any part of the land is within the wildlife hazard buffer zone of astrategic airport, or

(7) a material change of use of premises which will result in work encroaching into the building restricted area ofan aviation facility, or

(8) building work not associated with a material change of use mentioned in paragraph (7) that will result in workencroaching into the building restricted area of an aviation facility.”

Assessment RequirementsThe following assessment requirements to be addressed as part of the development application are as follows:

“Development:

(1) complies with the SPP code: Strategic airports and aviation facilities (Appendix 4).”

The maximum height of the proposed silos and bulk aggregate store is approximately 27m. The Site has a number of largebuildings in proximity that exceed this height (i.e. TAB building at 240 Sandgate Road, Albion), therefore it is not envisagedthat the proposed height will cause any further concern.



Page 18

4.2.5 ULDA Guidelines

The Urban Land Development Authority (ULDA) (now EDQ) developed a number of guidelines which outline thestandards for development in PDAs. These guidelines are to be read in conjunction with the provisions of developmentschemes.

The following guidelines have been identified as relevant to the proposed development:

· ULDA Guideline No. 10: Industry and Business Areas· ULDA Guideline No. 13: Engineering Standards· ULDA Guideline No. 14: Environmental Values and Sustainable Resource use· ULDA Guideline No. 15: Protection from Flood and Storm Tide Inundation· ULDA Guideline No. 18: Development Interfaces

The above guidelines have been considered in the preparation of the development application material.

4.3 Local Planning Instruments

4.3.1 Brisbane City Plan 2000

As part of the prelodgement meetings with EDQ, it was confirmed that an assessment should be carried out against thespecific ‘use’ requirements, as set by the relevant local government planning scheme, being the City Plan 2000 (City Plan).

The planning scheme includes two use codes relevant to the proposed development:· Industrial Amenity and Performance Code· Industrial Design Code.

Refer to ATTACHMENT 13 – BRISBANE CITY COUNCIL – ASSESSMENT OF CODES for a detailed assessment of theproposed development against these codes.

It is noted that the Flood Investigation Report (refer ATTACHMENT 7 – FLOOD INVESTIGATION REPORT) alsoaddresses the Stormwater Management Code, from Chapter 5 of the City Plan.

The Site is also identified within the Bowen Hills Local Plan, located under Chapter 4 of the City Plan. The Site is moreparticularly contained within Precinct 4 (Light Industry). However, the Bowen Hills UDA Development Scheme overridesthe Bowen Hills Local Plan in this instance and therefore assessment against its regulatory provisions is not required.



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5 Conclusion

The Planning Report has been prepared to accompany a development application to EDQ for a General Industry use(concrete batching plant) within a PDA. The proposed level of assessment is ‘Permissible Development’.

All car parking will be provided on-site. Provision is made for thirty seven (37) cars, which includes one (1) disabled space.Provision is also made on the Site for parking of twenty four (24) trucks.

The design and layout of the Site has been designed to reflect the operational needs of the proposed concrete batchingplant operation. The layout has been designed to facilitate a “one-way” internal loop road (moving clockwise around theSite).

The design and layout of parking facilities and service and delivery areas are integrated, located to minimise disruption totraffic flow and have also been located and designed, so as to minimise pedestrian and vehicle conflicts.

The development will provide significant benefits to Brisbane’s inner city. Economical sources of concrete products arevital for building and construction projects which themselves support a wide range of economic activities. Apart from beinga direct source of employment to the local community, the concrete batching plant will also benefit local services andsuppliers, will be a source of training, and offer wider job opportunities in the area.

Operations will be carried out in accordance with a Site Based Management Plan, to be prepared for the proposeddevelopment.

The proposed development is consistent with State legislative requirements. Consideration has been given to the potentialimpacts the development could have on the surrounding environment and appropriate design and management measureswill be implemented to safeguard the amenity of the community and the ecological values of Breakfast Creek. In addition,the design of the proposed concrete batching plant operations will incorporate necessary control measures to mitigateimpacts on the amenity of surrounding land uses.

On this basis, it is considered that sufficient grounds have been demonstrated to confirm that the proposed development isconsistent with the relevant provisions of the Development Scheme and therefore, it is recommended that EDQ approvethe development, subject to reasonable and relevant conditions.

figures

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THESE DESIGNS AND PLANS ARE COPYRIGHT AND ARE NOT TO BE USED OR REPRODUCED

WHOLLY OR IN PART OR TO BE USED ON ANY PROJECT WITHOUT THE WRITTEN PERMISSION OF

GROUNDWORK PLUS. ABN: 80 829 145 906

DATEREV DESCRIPTION BY

CLIENT:

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Figure 1 - Site Location Plan

Hanson Construction MaterialsPty Ltd

Bowen Hills ConcreteBatching Plant

LT

JT

1:15,000 300

MGA 56

Nearmap. Image date: 2013-11-29

Legend:Site BoundaryCadastral Boundary

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THESE DESIGNS AND PLANS ARE COPYRIGHT AND ARE NOT TO BE USED OR REPRODUCED

WHOLLY OR IN PART OR TO BE USED ON ANY PROJECT WITHOUT THE WRITTEN PERMISSION OF

GROUNDWORK PLUS. ABN: 80 829 145 906

DATEREV DESCRIPTION BY

CLIENT:

PROJECT: TITLE:

DRAWING NUMBER:SCALE:

DRAWN:

0When Printed On A3

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Figure 2 - Site and Surrounds

Hanson Construction MaterialsPty Ltd

Bowen Hills ConcreteBatching Plant

LT

JT

1:1,500 30

MGA AHD 56

Nearmap. Image date: 2013-11-29

Legend:Site BoundaryCadastral BoundaryEasement BoundaryCadastral Boundary - Watercourse

attachments

Attachment 1 Site Photographs

Concrete Batching Plant – 236 Abbotsford Road, Bowen Hills QLD 4006 Attachment 1 – Site Photographs

April 2014 file ref. 1713_DA1_310_010 GROUNDWORK p l u s

Photo 1: Western frontage from Abbotsford Road footpath

Photo 2: Abbotsford Road from western Site boundary



Photo 3: The Site viewed from the south

Photo 4: Southern portion of the Site viewed from centre



Photo 5: The Site viewed from the northern end

Photo 6: Northern access point viewed from Gebbie Street



Photo 7: Northern access point viewed from the Site

Photo 8: Diesel fuel storage tanks in north-western corner (to be retained)



Photo 9: The Site (on the right) viewed from Sandgate Road

Attachment 2 Current Title Search

CURRENT TITLE SEARCHDEPT OF NATURAL RESOURCES AND MINES, QUEENSLAND

Request No: 18346741Search Date: 10/04/2014 12:01 Title Reference: 50170571

Date Created: 20/05/1997

Previous Title: 11771199

REGISTERED OWNER

Dealing No: 701982696 20/05/1997

BRISBANE CITY COUNCIL

ESTATE AND LAND

Estate in Fee Simple

LOT 22 REGISTERED PLAN 46694County of STANLEY Parish of NORTH BRISBANELocal Government: BRISBANE CITY

EASEMENTS, ENCUMBRANCES AND INTERESTS

1. Rights and interests reserved to the Crown byDeed of Grant No. 19557060 (ESA 68)

ADMINISTRATIVE ADVICES - NILUNREGISTERED DEALINGS - NIL

CERTIFICATE OF TITLE ISSUED - No

** End of Current Title Search **

COPYRIGHT THE STATE OF QUEENSLAND (DEPT OF NATURAL RESOURCES AND MINES) [2014]Requested By: D APPLICATIONS SAI GLOBAL

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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND




1. Rights and interests reserved to the Crown byDeed of Grant No. 11758199 (POR 389)Deed of Grant No. 19557060 (ESA 68)





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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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REGISTERED OWNER

Dealing No: 701982696 20/05/1997


ESTATE AND LAND









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Attachment 3 Contaminated Land Search

Department of Environment and Heritage Protection (EHP)ABN 46 640 294 485

400 George St Brisbane, Queensland 4000GPO Box 2454 Brisbane QLD 4001 AUSTRALIA

www.ehp.qld.gov.au

SEARCH RESPONSEENVIRONMENTAL MANAGEMENT REGISTER (EMR)

CONTAMINATED LAND REGISTER (CLR)

Transaction ID: 49510742 EMR Site Id: 29852 20 February 2014This response relates to a search request received for the site:

Lot: 37 Plan: RP55484

This response relates to a search request received for the site:Lot: 37 Plan: RP55484Address: 201 ABBOTSFORD ROAD

BOWEN HILLS 4006

The site has been subject to the following Notifiable Activity pursuant to section 374 of theEnvironmental Protection Act 1994.PETROLEUM PRODUCT OR OIL STORAGE - storing petroleum products or oil -(a) in underground tanks with more than 200L capacity; or(b) in above ground tanks with -

(i) for petroleum products or oil in class 3 in packaging groups 1 and 2 of the dangerous goods code - more than 2,500L capacity; or

(ii) for petroleum products or oil in class 3 in packaging groups 3 of the dangerous goods code - more than 5, 000Lcapacity; or

(iii) for petroleum products that are combustible liquids in class C1 or C2 in Australian Standard AS1940, 'Thestorage and handling of flammable and combustible liquids' published by Standards Australia - more than 25, 000L capacity.

CLR RESULT

The above site is NOT included on the Contaminated Land Register.

ADDITIONAL ADVICE

From the 18th October 2013, the price of an EMR/CLR search will increase to $43.00 per lot forinternet based searches and $50.55 per lot for EMR/CLR searches done by means other than theinternet.

If you have any queries in relation to this search please phone 13QGOV (13 74 68)

RegistrarAdministering Authority

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Attachment 4 Noise and Dust Impact Assessment Report

Attachment 5 Landscape Concept Plan

Attachment 6 Virtual Brisbane Images

Attachment 7 Flood Investigation Report

Attachment 8 Site Based Stormwater Management Plan

Attachment 9 Traffic Engineering Report

Attachment 10Water and Sewerage Services Report

Attachment 11Revetment Wall Stability Assessment

Attachment 12 UDA-wide Criteria Assessment

Attachment 13 Brisbane City Council – Assessment of Codes

Documents

PLANNING ASSESSMENT REPORT - DAD:: Loginedqdad.dsdip.qld.gov.au/.../639/5389/1713_DA1_PlanningAssessmen… · development application within a priority development area for general