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Sustainability Management Plan 1-3 Harcourt Parade, Cremorne

SUSTMNAB_E DEVELOPMENT =CONSU:-ANTS

Proposed Hotel Development 1-3 Harcourt Parade, Cremorne

Sustainability Management Plan

December 2017

S3237 SDA.V1

PREPARED BY:

Sustainable Development Consultants

2nd Floor, 555 Riversdale Rd. Camberwell VIC 31 24

1: (03) 9882 9967 F: (03) 9882 9969 [email protected]

sdconsultants.com.au

SUSTAINABLE DEVELOPMENT CONSULTANTS

Table of Contents 1. Introduction 4

1.1 City of Yarra Requirements 5

1.3 ESD Assessment Tools 6

1.3.1 Built environment sustainability scorecard (BESS) 6

1.3.2 Melbourne Water Storm tool 7

2. Sustainability Initiatives 7

2.1 Energy Performance 8

2.2 Water Resources & Stormwater Treatment 9

2.3 Indoor Environment Quality 10

2.4 Construction and Waste Management 11

2.5 Transport 12

2.6 Urban Ecology 13

2.7 Building Materials 14

2.8 Building Management and Innovation 15

3. Conclusion 16

Appendix 1 — BESS Assessment 17

Appendix 2 — Daylight Mark-up 18

Appendix 3 — STORM Assessment & WSUD Report 22

Objectives 22

Site Characteristics 22

Stormwater Management Initiatives 23

Stormwater Runoff Treatment during the Construction Stage 25

Appendix 4 - Green Star VOC and Formaldehyde Limits 27

riebt..• iptiui

Author Reviewed Approved

11-12-2017 For submission

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1. Introduction

This Sustainability Management Plan (SMP) has been prepared to assist the design, construction and operation of the proposed hotel development at 1-3 Harcourt Parade, Cremorne, to achieve a range of best-practice sustainable development objectives.

Sustainable Development Consultants have assessed the proposed plans and provided input to the design team. This SMP captures initiatives which ensure that the development meets the sustainability objectives of the City of Yarra, in particular, Local Policy Clause 22.16 Storm water Management (Water Sensitive Urban Design) and Clause 22.1 7 Environmentally Sustainable Development.

The site at 1-3 Harcourt Parade, Cremorne has an approximate area of 785m' and is located approximately 4km south-east of the Melbourne CBD within an established urbanised area. The site is located adjacent to the Yarra River and is at a close distance from a number of amenities and sports grounds such as Goschs Paddock and AAMI Stadium. The site is currently occupied by a single storey detached Car Share Pod with its carpark. All existing structures will be demolished to allow for the construction of the new hotel.

Figure 1: Location of the 1-3 Harcourt Parade site in relation to Melbourne CBD (Source: Google Maps)

The development summary is as follows:

Total site area 785m2

Ground Floor 24 carpark spaces, 29 bicycle spaces and foyer space

Levels 01, 02, 03, 05, 06, 07 & 08 102 x one-bedroom guest rooms

Hotel common area (breakfast area, bar, conference rooms, etc.), Level 04

amenities and services

Level 09 2 x two-bedroom penthouse guest rooms

Total 102 x one-bedroom guest rooms

2 x two-bedroom penthouse guest rooms



Figure 2: Proposed development site at 1-3 Harcourt Parade, Cremorne (Source: Nearmap, mark-up by SDC)

1.1 City of Yarra Requirements

The City of Yarra expects the Harcourt Parade hotel development to be designed, built and maintained at a level that provides best practice ESD outcomes as described in the Local Policy Clause 22.16 Storm water Management (Water Sensitive Urban Design) and Clause 22.17 Environmentally Sustainable Development. The development will address the following:

• Energy Performance; • Water Resources; • Indoor Environment Quality; • Stormwater Management; • Transport; • Construction and Waste Management; • Transport; and • Urban Ecology.

This SMP also addresses Building Materials, Building Management, and Innovation considerations for the development. This SDA incorporates initiatives to meet the water sensitive urban design requirements as set out in Clause 22.16 and the ESD requirements as set out in Clause 22.17 of the Yarra Planning Scheme.

Key Council Nominated Objectives from the Environmentally Sustainable Design Policy Clause 22.17 are as follows:

Energy performance:

• Improve the efficient use of energy, by ensuring development demonstrates design potential for ESD initiatives at the planning state;

• Reduce total operating greenhouse gas emissions; and • Reduce energy peak demand through particular design measures (e.g.

appropriate bui ding olerltcition, shadng to glazedurf c pt n ise glGtLuy

exposed surfaces, space allocation for solar panels and external heating and cooling systems).

Water efficiency and • Improve water efficiency; stormwater • Reduce total operating potable water use; management: • Encourage collection and reuse of stormwater;



IEQ:

Waste Management:

Transport:

Urban Ecology

• Achieve best practice stormwater quality outcomes; • Incorporate water sensitive urban design, including stormwater re-use; • Reduce stormwater run-off impacts; and • Improve water quality.

• Healthy indoor environmental quality for wellbeing of natural occupants; • Achieve thermal comfort levels with minimised need for mechanical heating,

ventilation and cooling; • Reduce indoor air pollutants by encouraging use of materials with low toxic

chemicals; and • Minimise noise levels and noise transfer within and between buildings.

• Promote waste avoidance, reuse and recycling during the design, construction and operation stages of development; and

• Ensure durability and long term reusability of building materials.

• Ensure that the built environment is designed to promote the use of walking, cycling and public transport and minimise car dependency.

• Protect and enhance biodiversity within the municipality; • Provide environmentally sustainable landscapes and natural habitats, and

minimise the urban heat island effect; • Encourage the retention of significant trees; • Encourage the planting of indigenous vegetation; and • Encourage the provision of space for productive gardens.

1.3 ESD Assessment Tools

There are a number of calculators and modelling programs available in Victoria to assess proposed developments against benchmarks set by the Victorian government, local councils and the Building Code of Australia. Different tools are used to assess different aspects of the development including the:

• Built Environment Sustainability Scorecard (BESS) which covers the overall sustainability of the development; and

• The Stormwater Treatment Objective — Relative Measure (STORM) calculator, which addresses stormwater quality considerations for the entire development.

All tools have minimum compliance requirements. STORM has requirements that are mandatory for Victoria. The BESS tool is typically used to demonstrate that a development meets overall sustainability benchmark requirements as part of a planning permit application for the participating council.

1. 3 . 1 BUILT ENVIRONMENT SUSTAINABILITY SCORECARD (BESS)

BESS was developed by the Council Alliance for a Sustainable Built Environment (CASBE), and is applied by Yarra City Council. This tool assesses the energy and water efficiency, thermal comfort and overall environmental sustainability performance of new buildings or alterations. It was created to demonstrate that new developments meet sustainability requirements as part of a planning permit application.

A BESS assessment has been conducted for the proposed development. This provides a guide as to the level of sustainability achieved by the proposed development in line with the ESD requirements from Council.

Each target area within the BESS tool generally receives a score between 1% and 100%. A minimum score of 50% is required for the energy, water, stormwater and IEQ areas. An overall score of 50% for the project represents 'Best Practice' while a score over 70% represents 'Excellence.' Results of the BESS assessment can be found in Appendix 1.



1. 3 . 2 MELBOURNE WATER STORM TOOL

Melbourne Water has developed the Stormwater Treatment Objective — Relative Measure (STORM) Calculator to simplify the analysis of stormwater treatment methods. This calculator is designed for the general public to be able to assess simple Water Sensitive Urban Design (WSUD) measures on their property and has been developed specifically for small residential and industrial developments. The STORM Calculator displays the amount of treatment that is required to meet best practice targets, using WSUD treatment measures. The tool is capable of calculating the performance of a range of commonly implemented treatment measures including, rainwater tanks, ponds, wetlands, rain gardens, infiltration systems, buffers and swales1. The result of the STORM assessment is included as Appendix 3.

2. Sustainability Initiatives

The following sections outline the initiatives that will be incorporated into the development throughout its design, construction and operation. Initiatives that are included to contribute towards the BESS benchmark have a reference next to them, e.g. (BESS Management 4.1). Some initiatives without the BESS reference have also been included, since they also contribute to the overall sustainability of the development.

The following sections, as well as nominating the sustainability initiatives, also identify the party/parties responsible for implementation of the initiative, and the stage at which implementation will be demonstrated.

The following are the broad project stages:

Design Development •

•

•

Consultants develop conceptual design drawing to a detailed stage suitable as a basis for preparing working drawings - Integration of architectural, services, structure and site attributes Checking compliance with all statutory requirements, codes and standards Arranging special surveys or reports as required

2 Construction Documentation • Architectural and services drawing sets completed • All specialist reports completed • All necessary planning and building consents obtained as required by

authorities

3 Construction • All work carried out onsite — site preparation, construction, alteration, extension, demolition

• Purchase of all materials / certification • Evidence gathering from subcontractors • Commissioning

4 Post Occupancy • Operation and Maintenance • Education — Building Users Guides

'The STORM tool provides only the most basic of options for a typical detached urban development. For more information visit http://library.melbournewater.com.au/content/wsud/using STORM.pdf


Responsibility &

Implementation

Architect

Mechanical Engineer

Service Consultant

Project Stage

Construction Documentation

Design Development

Design Development

Design Development

Design Development



2.1 Energy Performance

The development will minimise energy use through an efficient hot water system, heating and cooling system(s), and lighting.

Design Requirements

Energy Efficiency (BESS Management 2.3; BESS Energy 1.1) The proposed hotel will be designed to achieve a 10% improvement on BCA minimum energy efficiency requirements. During the building construction stage of the project, energy modelling will occur for the building. This will ensure that there is a 10% improvement on minimum energy efficiency requirements, using a BOA JV3 modelling process. This will be achieved through the use of high performance building fabric and glazing, and low energy lighting and services.

SylgilnirBESS Energy) Heating and cooling in the guest rooms and other regularly occupied spaces will be provided with an efficient central HVAC system, with COP>3.5.

Domestic Hot Water (BESS Energy 2.4, 3.2) Domestic hot water for the development will be provided via a central gas storage system with a minimum efficiency of 85%. All pipework will be insulated to minimise distribution heat losses.

'11111111•111111111 Internal Lighting (BESS Energy 3.5 &3.7)

The hotel will seek a 20% improvement on the BOA maximums as listed in Table J6.2a of the 2016 BOA.

Motion sensors will be installed in all areas with sporadic use, such as the storage areas, waste room etc.

External Lighting (BESS Energy 3.3) 111111111111111111111111111111111111 External lighting will also be LED and will have controls (e.g. light sensors, timers) to minimise consumption during off-peak times.

All appliances provided by the developer will be selected within one energy efficient star of the best available.

Electrical Engineer

Electrical — Engineer

Developer

The kitchens on the L4 common area and in the penthouse rooms will have a gas connection for cooking facilities.

Building Sealin All windows, doors, exhaust fans and pipe penetrations will be constructed to minimise air leakage as required by the provisions outlined in Section J3 of the 201 6 BOA. This will include the use of seals around operable windows and doors as well as caulking to pipe penetrations, and the addition of self-closing louvers or dampers to exhaust fans.

Developer/ — Architect

1

Construction — Documentation

Architect

Design Development

Car park ventilation will be designed to best practice energy efficiency with all exhaust fans being installed with carbon monoxide (00) sensors so as to make sure they only operate when necessary.

Construction Developer

Documentation-

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Architect

Design Development

Services Consultant

Design Development

MIIIIMEINIMMEME11111111111111111111111111L4ak.. Planter boxes will be irrigated using a drip or sub-surface irrigation system and contain mulch and water retaining granules. The irrigation system will be connected to the rainwater tank(s).

Landscape Architect

Design Development/ Construction

Documentation


2.2 Water Resources & Stormwater Treatment

Water will be used efficiently in the development through efficient fixtures and fittings, and collection and use of rainwater which helps to reduce mains water requirements and diverts stormwater.

Design Requirements Responsibility &

Implementation

Project Stage

Water Fixtures and Fittings (BESS Water 1.1) The proposed hotel development will be fitted with efficient fittings and fixtures. The following Water Efficiency Labelling Scheme (WELS) star ratings will be specified:

• Toilets — 4 Star; • Taps (bathroom and kitchen) — 5 Star; • Showerheads — 3 Star (>6.0 but .7.5L/min); and • Baths — medium contemporary classification for penthouses.

Rainwater Treatment and Use (BESS Water 2.1 & STORM Requirement) The non-trafficable roof areas of the hotel (430m2) will be used to harvest stormwater into a rainwater tank(s) with an effective storage of 15,000L.

The collected rainwater will be used for toilet flushing on ground level amenities (equivalent to at least 20 occupants) as well as for planter box irrigation. At least 15m2 of the L9 terrace will be treated by a 1m2 raingarden located directly below in the planter box of the L8 terrace.

This WSUD strategy will help to reduce the mains water demand of the development and meet stormwater quality requirements. For more details on stormwater management, please refer to Appendix 3 of this report.

Hydraulics Consultant

Design Development

Water Efficient Appliances (BESS Water 1.1) Dishwashers in the kitchens of the L4 common area and penthouses will have a water efficiency rating within one star of best available (or equivalent

Developer


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Architect

Acoustic/ Mechanical

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Figure 4: Close up of an inline drip irrigation system on top of a mulched garden bed.

2.3 Indoor Environment Quality

Indoor Environment Quality (IEQ) within the development will be improved through various initiatives which help to create a healthy indoor environment free from toxins with ample supply of daylight and outside air.


Implementation

Project Stage

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All paints, adhesives and sealants, and flooring will not exceed limits outlined in Appendix 4. Alternatively, products with no VOCs will be selected. Paints such as eColour, or equivalent, will be considered.

Formaldehyde Minimisatior IIIIIIIIPW All engineered wood products will have 'low' formaldehyde emissions, certified as E0 or better. Alternatively, products with no formaldehyde will be specified. Emissions limits are listed in Appendix 4. Products such as Ecological Panel — 100% post-consumer recycled wood (or similar) will be considered for use within the hotel development.

Acoustic Comfort Acoustic comfort will be achieved in the guest rooms with the central HVAC system with outdoor plant installed on the roof which will be away from guest rooms and communal areas.

More than 60% of all habitable spaces in the Harcourt Parade development is expected to have a minimum daylight factor of 2%. For further details, including the daylight mark-up, please refer to Appendix 2 of this report.

External windows are located in corridors and the lobby/foyer which will

Architect

further allow natural daylight in the common areas.

Daylight penetration through windows/openings will be further enhanced with the use of light internal colours and mirrored wardrobe doors/wall-hung mirrors, allowing for a better internal reflection of daylight. All glazing in the development will have a minimum 40% Visible Light Transmittance (VLT).

Architect

Design Development

1-3 HARCOURT PARADE, CREMORNE I S3237 SDA.V1

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Mechanical

Design Engineer

Development

Architect/ Mechanical Engineer

Design Development



Implementation

Project Stage

Artificial Lighting Level A higher illuminance level will be provided for task areas, such bench/table tops and over bathroom/ensuite basins, to ensure that there is adequate light to carry out tasks in these areas.

Mechanical Ventilatro l—Kitchens in the penthouses and L4 communal area will have a separate dedicated exhaust fan (range-hood) which will exhaust kitchen fumes directly out of the building. _ Natural Ventilation External windows to guest rooms with terraces and other regularly occupied areas with outdoor areas will have access to natural ventilation. This will help introduce fresh air to the occupants, and when weather conditions are suitable, reduce the need for mechanical cooling.

2.4 Construction and Waste Management

Initiatives included in construction and waste management promote adoption of environmental initiatives at different stages of the project — not just in the project design stage.


Implementation

Project Stage

Construction Waste Management The builder will ensure that the waste generated on site is minimised and disposed of correctly.

Any hazardous substances, pollutants and contaminants (if any) must be managed and disposed of in accordance with all state regulatory requirements.

Construction Environmental Management The builder will identify environmental risks related to construction and include relevant management strategies, including the need to:

• Maintain effective erosion and sediment control measures during construction and operation; and

• Ensure appropriate staging of earthworks to avoid bare earthworks in high-risk areas of the site during dominant rainfall periods, and the area and duration of bare earthworks is minimised during construction.

Contractor


Contractor


Facilities for recycling disposal will be made equally convenient to facilities for waste disposal.

Architect/ Building Owner

Design Development

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2.5 Transport

Design Requirements

Responsibility &

Project Stage

Implementation

Cycling Facilities (BESS Transport 1.1&1 .2) A total of 29 bicycle storage spaces will be provided in the ground level of the development. This will encourage staff and visitors to commute in and around the development by other means than car.

Architect

Design Development

Public Transport -'111111111111111111111111111111111111111•111rfflr The development has direct access to the following public transport options within a ten-minute walk from the development:

Bus Routes:

• 246: Elsternwick - Clifton Hill via St. Kilda • 605: Gardenvale - Flagstaff Station • 969 (Night Bus): City - Caufield - Ferntree Gully Rd - Rowville -

Want irna - Ringwood

Tram Routes:

• 70: Waterfont City Docklands - Wattle Park • 78: North Richmond - Balaclava via Prahran

Trains:

• Richmond Railway Station — lines: Alamein, Belgrave, Frankston, Lilydale, Pakenham, Cranbourne, Glen Waverley and Sandringham

Inherent in Location

Figure 5: Public transport options available around the Harcourt Parade development. (Source: PTV'

Visitors and staff will be able to access many daily needs on foot or by bicycle instead of requiring a car. One of the tools used to assess the amenities available around a development is Walk Score. This tool identifies walkable neighbourhoods - neighbourhoods which encourage occupants to live and shop locally. High scores are up to 100 points, while an average score is around 49. The proposed development at 1-3 Harcourt Parade achieves 85 points, due to the site's proximity to a many different services and amenities. Building occupants will be able to complete most of their errands on foot, thus reducing their overall greenhouse gas emissions.


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Figure 6: 6: Walk Score map for 1-3 Harcourt Parade, Cremorne (Source: walkscore.com)

2.6 Urban Ecology

Urban ecology means creating more green spaces and an improved urban environment for a range of health, social, environmental, biodiversity, and economic benefits.

Design Requirements

The Harcourt Parade development is on already developed land; therefore, it will maintain its current ecological value.

All HVAC refrigerants used in the development will be selected to have an Ozone Depletion Potential (ODP) of zero.

The Harcourt development will be provided with ample communal spaces. The ground floor of the development will feature a foyer area and bar. Level Four will be fitted with a breakfast area, a second bar and numerous spaces to host corporate events such as conference room, offices, etc.

Green Wallsand Facades (BESS Urban Ecology 2.3)

A Green wall or climbing vines will adorn the northern and south-west facades-of the-Vroteltplants composing the greerrwall will be suted-fot their hardiness and ease of maintenance.

Responsibility &

Implementation

Project Stage

Services Consultant

Landscape Construction Architect Documentation

Architect

Inherent in Location




ReN§11111111111111111 11111.1111.11= All timber used in the development will be Forest Stewardship Council (FSC) or Program for the Endorsement of Forest Certification (PEFC) Architect certified, or recycled / reused.

Cables, pipes, floors and blinds All standard uses of cables, pipes, flooring and blinds within the development will either not contain any PVC will be sourced from an ISO 14001 certified supplier.

Services Consultant


111MI Construction

Documentation



II

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7: Green wall in the northern (left) and south-west k the Harcourt development

2.7 Building Materials

Materials initiatives help reduce the use of virgin materials and generating waste and promote the use of materials with lower embodied energy and environmental impacts.


Implementation

Project Stage

A minimum of 50% of the concrete mix will contain recycled water (rainwater or purchased recycled water) and 25% of fine aggregate (sand) is to be recycled or manufactured sand (not virgin sand from a quarry).

Steel Wherever possible, steel for the development will be sourced from a Responsible Steel Maker2. Reinforcing steel for the project will be manufactured using energy reducing processes.


Builder / Structural Engineer

Contractor / Structural Engineer


All flooring and joinery will be selected from products/materials certified under any of the following:

• Carpet-Institute of Austratia-Limited,-Environmental-Certificatio Scheme (ECS) v1.2;

• Ecospecifier GreenTag GreenRate v3.2; and/or • Good Environmental Choice (GECA).

2 A Responsible Steel Maker must have facilities with a currently valid and certified ISO 14001 Environmental Management System (EMS) in place, and be a member of the World Steel Association's (WSA) Climate Action Program (CAP).

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Figure 8: Examples of approved environmental labels for products which may be incorporated for the development

Design Requirements

-------- • The Institute for Market Transformation to Sustainability (MTS)

Sustainable Materials Rating Technology standard Version 4.0 — SmaRT 4.0.

Project Stage Responsibility &

Implementation

Alternatively, floor coverings and joinery must be durable, include some eco-preferred content, be modular and/or come from a manufacturer with a product stewardship program and ISO 14001 certification


2.8 Building Management and Innovation

Initiatives included in management promote adoption of environmental initiatives at different stages of the project — not just in the project's design stage.

Design Requirements

Responsibility &

Project Stage

Implementation

Metering and Monitoring (BESS Management 3.2 & 3.3) Separate utility meters (water, hot water and electricity) will be provided for each major use in the hotel development.

All major common area services (e.g. common lighting, lifts, car park ventilation) will be separately sub metered.

Post Occupancy ESD Evaluatio Following handover, a building performance evaluation regarding the recommended ESD initiatives will be undertaken to ensure correct implementation and intended operation.

Services Consultant


Services Consultant /

ESD Consultant

Post Occupancy



3. Conclusion

The proposed Harcourt Parade hotel development will meet best practice requirements through a number of initiatives such as the superior thermal performance of the buildings' envelope and the reduction in greenhouse gas emissions through the use of efficient air conditioning and appliances, as well as reduced environmental impact during the construction stage through the specification of sustainable materials and a mindful construction team.

The initiatives that have been included within this SMP have a proven track record to serve their individual purpose and can be easily maintained with any failures generally being obvious to the occupants of the development. This helps to ensure the ongoing sustainability of the development as the systems installed in the beginning are maintained for purpose throughout the life of the development.

With appropriate implementation, management, monitoring and maintenance the initiatives outlined within this SMP will serve to provide the occupants with lower running costs, as well as benefit the surrounding environment of the 1-3 Harcourt Parade development with an environmentally and economically sustainable development.


Your BESS score is

+53% 0% 10% 20% 30% 40% 80% 60% 70% 80% 90%

50%+ 70%+ Best Practice Excellence

% of Total Category ScorePa,:s

0% Management14 %

5% Water 62% '

14% Energy 54%

13 % 100

Stormwater •••

10% IEQ 66%

3% 37% Tianspun 100%

1% Waste 33%

2% Urban Emlogy

37 %

0% Innovation 0%


Appendix 1 — BESS Assessment

Cremome, Cremome 3121 Cremome Project number

Site area: 785 m2 • Site type: Non-residential development m2 • Building Floor Area: 6661 m2 • Date of Assessment 11 Dec 2017 • Version: V3, 1.5.0-B150 • Applicant [email protected]

11112 Published

http://bess.net.au/projects/11112

How did this Development Perform in each Environmental Category?

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_111111111L Management water Energy Stortnwater 1E0 Transport Waste Urban Ecology Innovation


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Appendix 2 — Daylight Mark-up

Areas marked in yellow represent the nominated habitable area that effectively achieves a daylight factor of at least 2%. Unmarked areas represent non-compliant areas whereas areas marked in grey were excluded from the overall nominated habitable floor area since they are considered service and transitory spaces.

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Figure 10: Daylight assessment mark-up for Levels 1 to 3 and 5 to 7

Figure 11: Daylight assessment mark-up for level 4

1-3 HARCOURT PARADE, CREMORNE I S3237 I SDA.V1

PG. 19

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Figure 12: Daylight assessment mark-up for Level 4 (Mezzanine)

Figure 13: Daylight assessment mark-up for level 8

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Figure 14: Daylight assessment mark-up for Level 9



Appendix 3 — STORM Assessment & WSUD Report

Objectives

The quality and quantity of stormwater leaving a site can have a significant impact on the surrounding infrastructure and waterways. Impervious surfaces move water quickly and efficiently out of built up areas straight into stormwater infrastructure, which in turn quickly moves the untreated water into natural watercourses. This process does not treat the stormwater and as the water flows into natural water courses, it causes erosion and pollution of those waterways with the rubbish, sediments, pathogens, and other pollutants off the impervious surfaces into the stormwater drains.

The City of Yarra has recognised the importance of stormwater management and the effects on the surrounding environment. As a result, a local planning policy, Clause 22.16 "Storm water Management (Water Sensitive Urban Design)", has been introduced into the Yarra Planning Scheme. New developments, or extensions to existing buildings which are 50m2 in floor area or greater, must adhere to the local policy.

The objectives that form part of the Stormwater Management Policy include:

• To achieve the best practice water quality performance objectives set out in the Urban Storm water Best Practice Environmental Management Guidelines, CSIRO 1999 (or as amended). Currently, these water quality performance objectives are:

o Suspended Solids - 80% retention of typical urban annual load; o Total Nitrogen - 45% retention of typical urban annual load; o Total Phosphorus - 45% retention of typical urban annual load; and o Litter - 70% reduction of typical urban annual load.

• To promote the use of water sensitive urban design, including stormwater re-use.

• To mitigate the detrimental effect of development on downstream waterways, by the application of best practice stormwater management through water sensitive urban design for new development.

• To minimise peak stormwater flows and stormwater pollutants to improve the health of water bodies, including creeks, rivers and bays.

• To reintegrate urban water into the landscape to facilitate a range of benefits including microclimate cooling, local habitat and provision of attractive spaces for community use and well-being.

New developments must also incorporate treatment measures that improve the quality of water and reduce flow

of water discharged into waterways (such as collection and use of rainwater/stormwater on site), and encourage

the use of measures to prevent litter being carried off-site in stormwater flows. The proposed development has

addressed these requirements by identifying the impervious surfaces within the site and implementing treatments

to mitigate the impacts of stormwater leaving the site. To assess these initiatives, the STORM modelling software

— which is an industry accepted tool — was used to determine the treatment effectiveness of these initiatives.

Site Characteristics

For the purposes of the stormwater assessment, the building has been delineated into basic surface types listed

below:

• Development site area of 785m2;

• Non-trafficable roof catchment area of 430m2(dark blue) - to 15,000L rainwater tank(s) on site;

• L9 terrace of at least 15m2 (light blue) treated by 1m2 raingarden below in L8 terrace planter box;

• Remaining terrace areas (orange) of 198m2 to be discharged to the legal point of discharge (LPD);

• Remaining hardscape/ impervious surfaces of 93m2 (grey) to be discharged into the LPD; and

• Permeable/ landscaped areas of 49m2 (green) considered 100% permeable.


127.23' -42.116.

4' 4

A


Figure 15: Delineation of the 1-3 Harcourt Parade development site.

I

Roof Area

Terrace to 1m2 RE

II Reminding Terraces

▪ Permeable surfaces

▪ Impervious surfaces

PROPOSED 'NYLEX SITE 15 STOREY

BLUE GLASS TOY

Stormwater Management Initiatives

Stormwater treatment initiatives will need to be implemented. The following section presents the different

surfaces that have been identified for treatment, and the required treatment.

Table 1: List of areas and their stormwater treatment measures.

Catchment areas

Treated L9 terrace

Remaining Terraces

Remaining impervious

areas

430m2

15m2

198m2

93 m2

-It- Permeable areas

• andscape) if

Runoff from all non-trafficable roof areas of 430m2 will be diverted to rainwater tank(s) with an effective storage capacity of 15,000L.

The stored water will be used for toilet flushing in the amenities located at the ground (equivalent to at least 20 occupants) and for irrigation of the planter boxes. Any overflow from the rainwater tank(s) will be discharged into the LPD.

At least 15m2 of the L9 terrace will be treated by a 1m2 raingarden located in the planter box directly below on the L8 terrace.

Runoff may remain untreated and be diverted into the LPD.

Planter boxes will have adequate soil depth for planting and appropriate drainage to avoid any overflow into the surrounding areas.

49m2

Topographic Area (m2)

Required Treatment

Runoff will be diverted into the LPD.

Assumed to be permeable, no treatment required.



Results3:

The impervious surfaces and recommended treatments have been applied to the STORM tool and as a result, the proposed development has achieved a score of 100%. With the proposed stormwater treatment measures incorporated into the development, the design will meet the minimum performance standards required by BESS and the City of Yarra.

Melbourne STORM Rating Report MI Water TransactionID:

Municipality:

Rainfall Station:

Address:

Assessor

Development Type:

Allotment Site (m2):

STORM Rating %:

551111

YARRA

YARRA

1-3 Harcourt Pde

Cremorne

VIC

SDC

Commercial/Retail

785.00

100

Description Impervious Area (m2)

Treatment Type Treatment Areallolume

(m2 or L)

Occupants Number Of Bedrooms

Treatment % Tank Water Supply

Reliability (%)

Roof 430.00 Rainwater Tank 15,000.00 20 166.00 82.00

Remaining terraces 198.00 None 0.00 0 0.00 0.00

Treated L9 terrace 15.00 Raingarden 30Ornm 1_00 0 133.70 0.00

Remaining impervious 93.00 None 0.00 0 0.00 0.00

Date Generated: 11-Dec-2017

Program Version: 1.0.0

Figure 16: Results of the STORM assessment

3 A minimum of 20 occupants using the ground floor toilets is a conservative estimate for a hotel with over 100 guest rooms.


Retain vegetation on site

Direct roof run off to drain or bunded area

Keep litter contained on site

Clean and wash up on site

r;eep mud off road and on site

Protect stockpiles

Stop erosion on site and contain sediments

Stop mud entering the stormwater system

._J


Stormwater Runoff Treatment during the Construction Stage

Treatment — Various

Stormwater management in the construction stage will include measures which will be put in place to minimise the likelihood of contaminating stormwater discharge from the site as well as reduce the velocity of the flows generated from the building as it is being constructed. This will mean ensuring buffer strips are in place, and the site will be kept clean from any loose rubbish. More information is available from "Keeping Our Stormwater Clean — A Builder's Guide" by Melbourne Water4. The diagram below is an illustration of the various objectives which assist in minimising the impacts of stormwater runoff typical during the construction phase. Typical pollutants that are generated from a construction site during a rainfall event include:

• Dust • Silt • Mud • Gravel • Stockpiled materials • Spills/oils • Debris/litter

Figure 17: Stormwater will be effectively managed during construction phase according to the requirements listed in "Keeping

Our Stormwater Clean — A Builder's Guide".

To reduce the impacts and minimise the generation of these pollutants the following measures are proposed. The symbols embedded within each image are typically used for Construction Environmental Management Plans.

4 For copies please contact Melbourne Water on 131 722


Sill PENCE uNDER 441Alk

STANDARD SYMOOL

Temporary Rumble Grids — these are designed to open the tread on tires and vibrate mud and dirt off the vehicle (in particular the chassis). This will heavily minimise the amount of soil/dirt deposited on local roads where it can be washed (by rainfall or other means) into the stormwater drains.


Gravel Sausage filters — to be placed at the entrance of pits/side stormwater inlets. These permeable sacks will filter the suspended soils and sediments and any other litter carried by the stormwater to prevent the pollutants entering the system.

Silt Fences Under Grates - Silt fence material may be placed under the grate of surface-entry inlets to prevent sediment from entering the stormwater system.


SUSTAINADLE DEVELOPMENT CONSULTANTS

Appendix 4 - Green Star VOC and Formaldehyde Limits

Table 2: Maximum Volatile Organic Compound Levels for construction materials. (Source: Green Building Council Australia — Green Star Design and As Built v1.1 2010 Manual)

Product Type/Sub Category

Max TVOC Content (g/L of ready-to-use-product)

Paints, Adhesives and Sealants

General purpose adhesives and sealants

50 Interior wall and ceiling paint, all sheen levels

16

Trim, varnishes and wood stains

75

Primers, sealers and prep coats

65 One and two pack performance coatings for floors

140

Acoustic sealants, architectural sealant, waterproofing

250 membranes and sealant, fire retardant sealants and adhesives Structural glazing adhesive, wood flooring and laminate

100

adhesives and sealants

Carpets

ASTM D5116 - Total VOC limit

ASTM D5116 - 4-PC (4-Phenylcyclohexene)

ISO 16000 / EN 13419 -TVOC at three days ISO 10580 / ISO/TC 219 (Document N238) - TVOC at 24 hours

0.5 mg/m2 per hour

0.05mg/m2 per hour

0.5 mg/m2 per hour 0.5 mg/m2 per hour

Table 3: Maximum Formaldehyde levels for processed wood products. (Source: Green Building Council Australia — Green Star Design and As Built v1.1 2010 Manual)

Formaldehyde emission limit values for different testing methods

Test Method

Emission Limit/ Unit of Measurement

AS/NZS 2269:2004, testing procedure AS/NZS 2098,11:2005 method 10 for Plywood

AS/NZS 1859.1:2004 - Particle Board, with use of testing procedure AS/NZS 4266.16:2004 method 16 AS/NZS 1859,2:2004 - MDF. with use of testing procedure AS/NZS

4266.16:2004 method 16 AS/NZS 4357.4 - Laminated Veneer Lumber (LVL) Japanese Agricultural Standard MAFF Notification No.701 Appendix Clause 3 (1 1) - LVL

JIS A 5908:2003- Particle Board and Plywood, with use of testing procedure JIS A 1460 JIS A 5905:2003 - MDF, with use of testing procedure JIS A 1460 JIS A1901 (not applicable to Plywood, applicable to high pressure laminates and compact laminates) ASTM D5116 (applicable to high pressure laminates and compact laminates) ISO 16000 part 9, 10 and 11 (also known as EN 13419), applicable to high pressure laminates and compact laminates ASTM D6007

ASTM E1333 EN 717-1 (also known as DIN EN 717-1)

L

mg/L

1mg/ L

mg/ L _•<1mg/ L

f-;.1mg/ L

L mg/m2hr

mg/m2hr

mg/m2hr (at 3 days)

:=1;0.12mg/m" :5:0.12mg/m"

---=0.12mg /m3

EN 717-2 (also known as DIN EN 717-2)


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