land re-upe (vvaste 1.1) 2.8 building management and ... · 2.8 building management and innovation...

! Responsibility & Implementation

Architect / Services

Consultants

Project Stage

Construction Documentation

Architect Schematic

Design



Design Development

Design Development

Services Consultant

Architect/ESD Consultant

Architect

Architect / Services Engineer

SUSTAINABLE DEVELOPMENT CONSULTANTS

Design Requirements

All thermal insulants in the development will be specified to avoid the use of ozone-depleting substances in both their manufacture and composition.

No external luminaire on the project will have an Upward light Output Ratio (ULOR) exceeding 5%, relative to its mounted orientation.

Direct illuminance from external luminaires on the project produces a maximum initial point illuminance value no greater than:

• 0.5 Lux to the site boundary, and • 0.1 Lux to 4.5 metres beyond the site into the night sky.

Land Re-upe (VVaste 1.1) The site has been previously built on and the development will incorporate the existing major building into the new indoor recreation facility. Re-use of land and buildings onsite will minimise the project's environmental impact.

Architect Design

Development

External Views The majority of spaces in the development will have access to external views.

Architect Design Development

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 Energy) Sub-metering will be provided on all substantive energy uses throughout the building.

Bulkiing User Guide (Management 4.1) A Building User's Guide (BUG) will be developed and made available to owner(s) and building manager(s). It will comprehensively address the efficient use of the systems installed in the development and relevant suggestions to help facilitate more sustainable behaviour by occupants.

UniverSal Access The development will be designed for universal access in accordance with AS1428.2 to allow people with limited mobility to enter and use the premises.

Maintainability The person who is or will be responsible for maintenance, or if not yet appointed, an independent review by a property maintenance professional, will review the design prior to construction with respect to access, ongoing maintenance and ongoing cleaning of building services and external building features.

462-482 SWAN STREET, RICHMOND ' S2907 SMP.V1 PG. 16


3. Conclusion

The proposed indoor recreation facility development at 462-482 Swan Street, Richmond, will meet best practice requirements through the above initiatives, such as the best practice thermal performance of the buildings' envelope and the reduction in greenhouse gas emissions through installation of a 5.0kW solar PV system and efficient air conditioning and hot water systems; 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 Swan Street development with an environmentally and economically sustainable development. The implementation of this SMP requires a clear process that will include:

• Full integration with architectural and building services plans and specifications; • Endorsement of the SMP Report with town planning drawings; and • SMP Report initiatives to be included in plans and specifications for building approval.

462-482 SWAN STREET, RICHMOND S2907 I SMP.V1 PG. 17


Appendix 1 — BESS Assessment

462/482 Swan St, Richmond 3121 Richmond Project number

Site area: 4165f-3 in' • Site type: Non residential development rri, •

Building Floor Area: 4656 rn2 •

Date of Assessment 21 Fob 2017 Version: V3, 1.5.0-B144 -

Applicant: amydsdeonsultants.com.au

Your BESS score is

+53%

6442 Draft

http://bess.net.au/projects/6442

% of Total Category ScorePass

2 % Mailayernentb2 %

4 % Water Ne

13 % Energy

100

13 % Stonimater

10% 1E0

3 % Iran:4)0o

3 % Waste 01111111111111 1% ID% 20% 30% 40% 50% fiG% i0% 00% 7X)% 100%

50%

Best Practice

70% i

Excellence

Urban 0% 12%

Ectrkxjy

0 % liirxwalion 0 %

How did this Development Perform in each Environmental Category?

IN Maximum Available f. Your Building

40%

30%

Management Water Energy Stormwater 1E0

111

11111 ■ rww

Transport Waste Urban Ecology Innovation

20%

10%

0%

462-482 SWAN STREET, RICHMOND i 52907 SMP.V1 PG. 18


Appendix 2 — MUSIC Assessment

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.

Any new developments in Yarra must comply with the best practice performance targets for suspended solids, total phosphorous and total nitrogen, as set out in the Urban Stormwater Best Practice Environmental Management Guidelines, Victoria Stormwater Committee 1999.

Currently, these water quality performance targets require:

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

Other best practice water quality performance objectives set out in the Urban Stormwater Best Practice Environmental Management Guidelines, Victoria Stormwater Committee 1999 are:

• 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 reuse 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 MUSIC tool — which is an industry accepted tool — was used to score these initiatives.

462-482 SWAN STREET, RICHMOND1S2907 SMP.V1 PG. 19

!.! 1 1 1' 11


Site Characteristics

For the purposes of the stormwater assessment, the development site has been delineated into basic surface types listed below:

• Total site area of 4,654m2; • Effective roof catchment of 2,887m2: top floor roof area of 2840m2 (purple) and upper floor roof area

of 37m2 (blue); • Rooftop deck of 145m2 (yellow); • West carpark surface of 1,019m2 (red); • Remaining east carpark surface of 613m2 (grey); and • Landscaped areas onsite of 95m2 (green).

Figure 12: Site delineation

Stormwater Management Initiatives

Stormwater treatment initiatives will need to be implemented. The following section presents the impervious surfaces that have been identified for treatment and the required treatment. The initiatives to manage stormwater flows for the building area will underpin the overall performance of the building and its ability to meet stormwater management objectives

462-482 SWAN STREET, RICHMOND1S2907 SMP.V1 PG. 20


Table 1 List of impervious areas and their stormwater treatment measures

Topographic Area (m2)

t. Required Treatment

Effective Roof Catchment 2,887m2 Runoff from the rooftop (2,840m2) and upper floor roofing (37m2) will be collected and stored in rainwater tank(s) with an effective capacity of 30kL. The stored water will be connected to all toilets in the development and used for landscape irrigation throughout the development. Overflow from the rainwater tank(s) will be diverted to a 25kL detention tank before the Legal Point of Discharge (LPD) onsite. The rainwater tank(s) and detention tank will be located under the carpark, at the west end of the site.

Runoff from the rooftop deck will be diverted to a 25kL detention tank. Overflow and treated water from the detention tank will be diverted to the legal point of discharge (LPD).

Runoff from the west end of the carpark will be diverted to a 20m2 raingarden. A possible location of the raingarden is along the west boundary, within the designated landscaping area as per proposed plans. Overflow from the raingarden will be diverted to the LPD onsite.

The remaining impervious carpark areas runoff will be diverted to a 25kL detention tank. Overflow and treated water from the detention tank will be diverted to the legal point of discharge (LPD).

As marked on the site plan in green zoned areas. This landscaped are will include a minimum of 20m2 of rain garden beds. A possible location of the raingarden is along the west boundary, within the designated landscaping area as per proposed plans. Overflow and treated water from raingardens will be diverted to the legal point of discharge (LPD).

The remaining landscaped area of 75m2 is assumed to be permeable, no further treatment required.

Location of the

30kL rainwater tank(s) and

25kL detention tank

Figure 13: Location of the rainwater tank(s) and detention tank underneath the west carpark of the development.

Roof deck 145m2

Carpark - West 1,019m2

Carpark - East 613m2

Landscaped areas 95m2

462-482 SWAN STREET, RICHMOND S2907 SMP.V1

PG. 21

Caroark • East Mixed)

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Stormwater quality modelling results

The MUSIC model of the treatment measures demonstrates that all minimum pollutant load reductions are met.

Table 2: Comparison of pollutant load reduction from the stormwater treatment systems against the best practice targets.

Pollutant Load Required Load Reduction

Calculated Load Reduction

Total Suspended Solids

80%

81.6%

Total Nitrogen

45%

45%

Total Phosphorus

45%

55.1%

Gross Pollutants/Litter

70%

100%

MUSIC Input

Listed in the tables below are the basic inputs used for the MUSIC model. All low and high-flow bypass volumes were left at default (0m3/s and 100m3/s respectively). The following guideline was used in the creation of the model:

• MUSIC Guidelines: Recommended input parameters and modelling approaches for MUSIC users (Melbourne Water December 2010)

Figure 14: MUSIC interface layout of the stormwater treatment network and rainwater reuse system. All flow. will subseque -charge to the legal point of discharge of the site.

462-482 SWAN STREET, RICHMOND S2907 SMP.V1

PG. 22


Weather

Reference Year Time Step

Melbourne City

1996

6 Min

Source Node: Urban

Input

Node Name Roof

Total Area 0.288 Ha

Zoning/Surface Type Roof

Fraction Impervious 1.00

Rainfall-Runoff Parameters MUSIC Default

Pollutant Flow Concentration Parameters MUSIC Default

Source Node: Urban

Node Name Carpark - West

Total Area 0.102 Ha

Zoning/Surface Type Mixed




Source Node: Urban

Node Name Carpark - East

Total Area 0.061 Ha

Zoning/Surface Type Mixed




462-482 SWAN STREET, RICHMOND S2907 SMP.V1 PG. 23


Treatment Node: Rainwater Tank

Parameter

Input

Node Name

Total Tank System Properties

Volume below overflow pipe

Depth above overflow

Surface Area

Initial Volume

Outlet Properties

Rainwater Tank (30kL)

30.0 kL

0.2 m

15 m2

0.00 kL

Overflow Pipe Diameter 50 mm

Advanced Properties

Orifice Discharge Coefficient 0.600 (MUSIC Default)

Number of CSTR Cells 2

Pollutant k & C* Values MUSIC Default

Re-use

Max Drawdown Height 2 m (MUSIC Default)

Annual Demand 0.013 kUday

Daily Demand 1.26 kUday

Daily Demand

Occupancies, for the purpose of rainwater tank use, have been assumed at 105 occupants (75 active patrons and 30 full-time staff), given 50% occupancy by active patrons. It has been further assumed that each occupant will effectively use 12L of water for toilet flushing per day3. Based on these assumptions, daily rainwater use for toilet flushing for the 30kL rainwater tank has been estimated at 1.26kUday.

Annual Demand

The harvested rainwater stored within the 30kL rainwater tank is also proposed to be used for on-site irrigation of landscaping. It has been assumed 350mm of water is required per m2 of landscaped area every year. Based on approximately 95m2 of landscaped area, the annual irrigation demand is estimated at 0.033 kL per year.

This is compliant with the A56400 standard of 1 full and 4 half flushes/person/day; toilets are assumed to use 4.5L per full flush and 3L per half flush.

462-482 SWAN STREET, RICHMONDIS29071SMP.V1 PG. 24


Treatment Node: Bioretention

Node Name

Inlet Properties

Low Row By-pass

High Flow By-pass

Storage Properties

Extended detention depth

Surface Area

Filter and Media Properties

Filter Area

Unlined Filter Media Perimeter

Saturated Hydraulic Conductivity

Filter Depth

TN Content of Filter Media

Orthophosphate Content of Filter Media

Outlet Properties

Overflow Weir Width

Raingarden (20m2)

0 m3/s (MUSIC Default)


0.3 m

20.0 m2

20.0 m2

50.0 m

100.0 mm/hr

0.5 m

800 mg/kg

80.0 mg/kg

2.0 m

Treatment Node: Detention Tank

Node Name

Detention Tank 25kL

Inlet Properties

Low Flow By-pass


High Flow By-pass


Storage Properties

Surface Area

12.50 m2

Extended detention depth

2m

Exfiltration rate

0 mm/hr (MUSIC Default)

Evaporative Loss

0% of PET

Advanced Properties

Permanent Pool Volume

0.0 m3

Orifice Discharge Coefficient

0.6 (MUSIC Default)

Weir Coefficient

1.7 (MUSIC Default)

Number of CSTR Cells

2 (MUSIC Default)

462-482 SWAN STREET, RICHMOND S2907 SMP.V1 PG. 25

Keep mud off road and on site

Clean and wash up on site

Stop mud entering the stormwater system

Protect stockpiles

Stop erosion on site P and contain sediments

Retain vegetation on site

Direct roof run off to drain or bunded area

Keep litter contained on site


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 15: 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.

For copies please contact Melbourne Water on 131 722.

462-482 SWAN STREET, RICHMONDIS2907 1 SMP.V1 PG. 26

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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.

462-482 SWAN STREET, RICHMOND1S2907 SMP.V1

PG. 27


Appendix 3 — VOC and Formaldehyde Emissions Limits

Table 1 - Maximum Volatile Organic Compound Levels for construction materials. (Source: Green Building CoL.ncil Australia - Green Star Design & As Built v1.1 2015 Manual)

Product Type/Sub Category Max TVOC Content (g/L of ready-to-use-product)

Paints, Varnishes and Protective Coatings Walls and ceilings - interior semi-gloss 16

Walls and ceilings - interior low sheen 16 Walls and ceilings - interior flat washable 16

Ceilings - interior flat 14

Trim - gloss, semi-gloss, satin, varnishes, and wood stains 75

Timber and binding parameters 30

Latex primer for galvanised iron and zincalume 60

Interior latex undercoat 65 Interior sealer 65

One and Two pack performance coatings for floors 140

Any solvent-based coatings whose purpose is not covered in table 200 Adhesives and Sealants

Indoor- carpet adhesive 50 Carpet pad adhesive 50 Wood flooring and laminate adhesive 100

Rubber flooring adhesive 60

Sub-floor adhesive 50

Ceramic tile adhesive 65

Cove base adhesive 50

Dry waft and panel adhesive 50

Multipurpose construction adhesive (includes fire/waterproofing sealants) 70

Structural glazing adhesive 100 Architectural sealants 250

Carpets Total VOC limit

4-PC (4-Phenylcyclohexene) 0.5mg/m2 per hour

Table 2 - Maximum Formaldehyde levels for processed wood products. (Source: Green Building Council Australia -Green Star Design & As Built v1.1 2015 Manual)

Formaldehyde emission limit values for different testing methods

Test Method El EO Super E0 AS 2098.11 for elywood <1.0mg/L <0.5mg/L <0.3mg/L

AS 4266.16 for particle board <1.0mg/L <0.5mg/L <0.3mg/L For MDF <1.5mg/L

JIS A1460 not applicable to plywood <1.0mg/L <0.5mg/L <0.3mg/L

JAS 233 for plywood <1.0mg/L <0.5mg/L <1.0mg/L

EN 120 for particle board and MDF For plywood <9.0mg/(100g) <6.0mg/(100g) <6.0mg/(100g) <9.0mg/L

DIN EN 717 1 <0.12rng/m3h <0.08mg/m3h <0.04mg/m3h

DIN EN 717 2 not applicable to MDF <0.12rng/m3h <0.08mg/m3h < 0.12mg/m3h

e

462-482 SWAN STREET, RICHMOND I S2907 ' SMP.V1 PG. 28

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