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Waste Management Plan Prepared by: DEM (Aust) Pty Ltd on behalf of: Elite International Developments Pty Ltd Project: 14 Clarke Street, Riverstone Shoptop Housing Development This Waste Management Plan has been prepared on behalf of the Client and does not constitute a representation in any way by DEM (Aust) Pty Limited.

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Page 1: DEM (Aust) Pty Ltd

Waste Management Plan

Prepared by:

DEM (Aust) Pty Ltd

on behalf of:

Elite International Developments Pty Ltd

Project:

14 Clarke Street, Riverstone

Shoptop Housing Development

This Waste Management Plan has been prepared on behalf of the Client and does not constitute a representation in any way by

DEM (Aust) Pty Limited.

Page 2: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

Waste Management Plan

P:\4465-00-CStRiv\05Enviroment-ESD\05-05WasteManagement\WMP_14 Clark Street.docx Page 2 of 16

Site Address: Applicant’s Name:

Address 14 Clarke Street, Riverstone

Elite international Developments Pty Ltd

c/o Mr Aidan Murphy, Development Manager, Bennett Cooney Mackman,

Real Estate and Development

Building and other structures existing on site: Address:

111 Railway Terrace, Schofields NSW 2762, Australia

House and large outdoor shed

Tel No. (612) 96270000 mobile: 0438 883093

Description of Proposal:

Shop Top Housing development with neighbourhood retails at ground level and

residential development over consisting of .28 apartments over 3 levels with 2

basement car parking levels, associated landscaping and civil works.

The details provided within this plan are indicative only and intended as a guide

to managing waste related to this project.

Final waste management procedures will be subject to selected building/civil

works contractor input and confirmation and final body corporate/community

association requirements.

Signed by Applicant Prepared by DEM (Aust) Pty Ltd

Elite international Developments Pty Ltd

Date: April 27, 2018. Date: April 27, 2018.

Amendment No.

Amendment Date:

Page 3: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

Waste Management Plan

Demolition Stage (Site preparation)

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Destination

Materials On-site Re-use Recycling Disposal

Type of Material Estimated

Volume (m3)

On-site estimate volume (m3)

Proposed Re-use of On-site Recycling

Methods

Off-site estimate volume (m3)

Contractor and recycling outlet

Contractor and landfill site

Excavation

Material

9500 m3

approximately

TBC by builder

Excess excavated material to be removed

from site.

9000 m3

Expressions of interest will be sought from

contractors for acceptance of certified fill as

recyclable material. Contractor and

recycling outlet to be confirmed

Excess excavated material not

recycled elsewhere will be

transported by a certified contractor

to an approved landfill site to be

confirmed

Green Waste 40 m3

approximately

TBC by builder

All trees noted on the landscape drawing

to be removed will be mulched and

removed from the site.

40m3

Expressions of interest will be sought from

contractors, landscape suppliers for

acceptance of mulch as recyclable material.

Contractor and recycling outlet TBC

NA

Bricks 2 m3

To be transported to a suitable crushing

plant. Contractor and recycling plant to be

confirmed

Concrete 30 m3

To be transported to a suitable crushing

plant. Contractor and recycling plant to be

confirmed

Timber 12 m3 To be transported to suitable recycling yard

for reprocessing. Contractor and recycling

yard to be confirmed

Page 4: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

Waste Management Plan

Demolition Stage (Site preparation)

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Destination

Materials On-site Re-use Recycling Disposal

Plasterboard 15 m3

Excess material to be transported to

an approved landfill site by a certified

contractor

Glass 0.5 m3

To be transported to suitable recycling yard

for reprocessing. Contractor and recycling

yard to be confirmed

Metals 4 m3 To be transported to suitable recycling yard

for reprocessing. Contractor and recycling

plant to be confirmed

Other 3 m3 Excess material to be transported to

an approved landfill site by a certified

contractor

Hazardous

material asbestos 10 m

3

hazardous material to be transported

to an approved landfill site by a

certified contractor in accordance

with EPA requirements and relevant

Council and Australian Standards

Page 5: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

Waste Management Plan

Construction Stage

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Destination

Materials On-site Re-use Recycling Disposal

Type of Material Estimated

Volume (m3)

On-site estimate volume (m3)

Proposed Re-use of On-site Recycling

Methods

Off-site estimate volume (m3)

Contractor and recycling outlet

Contractor and landfill site

Detailed

Excavation

Material

140m3

approx

40m3

Detailed excavated material to be re-used

on site as fill under RC slabs and

driveway/landscape areas.

100m3

Excess material to be transported

to an approved landfill site by a

certified contractor

Green Waste Nil Site cleared during site preparation

Masonry 60m3

20m3

Behind retaining walls. Arrangements for

unopened pallets to be returned to

supplier.

40m3

To be transported to a suitable crushing

plant. Contractor and recycling plant to be

confirmed

Concrete 60m3

30m3

Excess concrete to be used to maintain all

weather access points onto site

30m3

To be transported to a suitable crushing

plant. Contractor and recycling plant to be

confirmed

Timber

treated softwoods

0.5m3 Timber used on site would be mainly for

formwork. To be re-used on next project by

building sub-contractor

0.5m3

Excess material to be transported

to an approved landfill site by a

certified contractor

Glass NIL Windows manufactured off site to

predetermined openings – no wastage

expected

Plasterboard 10m3 10m

3

Collected by Boral Plasterboard for recycling

at Thackeray Street, Camellia.

Page 6: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

Waste Management Plan

Construction Stage

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Destination

Materials On-site Re-use Recycling Disposal

Metals

Steel

2m3

2 m3

Metal off-cuts to be transported to suitable

recycling yard for reprocessing. Contractor

and recycling plant to be confirmed

Paper and

Cardboard

2m3 2m

3

Arrangements to be made by builder to

transfer material to accredited recycling site

Arrangements to be made by

builder to transfer material to

accredited recycling site

Carpet 3.5m3 3.5 m

3

Arrangements to be made by builder to

transfer material to accredited recycling site

Other Plastics,

Pallets,

Packaging

30m3 28m

3

Pallets to be collected for reuse

2m3

Plastics packaging to be transported to

suitable recycling yard for reprocessing.

Residual Waste 30m3 20m

3

materials such as concrete used in the

temporary access points to be transported to

a suitable crushing plant. Contractor and

recycling plant to be confirmed

10m3

Excess excavated material will be

transported by a certified

contractor to an approved landfill

site

Hazardous

/special waste

NIL

Page 7: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

Waste Management Plan

Construction Stage

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Construction design

The following measures have been incorporated into the design to minimise construction waste.

Design and order only what you need

Walls and openings setout to brick dimensions to avoid cutting and reduce construction time

Walls to be face brick to minimise ongoing maintenance and FC panelling in standard sizes

Standardise external door and window sizes (minimise the number of window and door types)

Concrete structure floors and roof

Steel framing/plasterboard lining proposed for internal wall partitions to units

Negotiate with suppliers to take back unused materials, packaging or offcuts

Provide separate waste containers for recycling if space permits on site.

Lifecycle

Materials to be used in the project are ecological sustainable and exhibit good to excellent environmental qualities

The chart below highlights the ecological sustainability of the materials chosen

Ecological sustainability of building materials

materials Environmental factors

Raw material availability

Minimal environmental impact

Embodied energy efficiency

Product lifespan Freedom from maintenance

Potential for product reuse

Material recyclability

aluminium Very good poor fair excellent Very good Very good excellent

Concrete and

concrete products

Good good Very good Excellent Excellent poor Very good

Plasterboard Very good fair Very good Good fair poor good

steel Very good Fair fair Very good fair fair Very good

glass Good Good Good Excellent Very good Good Very good

Timber Very good Very good Very good Very good fair fair fair

Page 8: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

Waste Management Plan

Design of Facilities

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Type of Waste to be Generated Proposed on-site Storage and Waste

Management Strategy

Waste generated and bin storage capacity

calculations

Residential Waste

Waste generation rates for multi- unit dwellings are 240 litres per unit per week

Waste includes food scraps and other non-recyclable material

Recycle generation rates for multi- unit dwellings are 80 litres per unit per week

Recycle materials include paper, glass, recyclable plastics, aluminium cans and steel tins. Folded Bulk cardboard boxes and other miscellaneous large recyclable items can be placed in the allocated bulk storage area

Each apartment will be equiped with a waste and recycling storage system sufficient for a minimum of one day’s waste and recycling material. The system proposed would consist of an under bench unit similar to the Franke sorter series 300-45 duo which has 2 x 22 litre capacity bins (refer appendix 1)

The residential communal waste and recycling storage room (garbage room) will be located centrally in basement level 2. The garbage room will be conveniently located in close proximity to the lift to provide ready and easy access to the users, a maximum 20 m from the furthest lift serving the basement.

The garbage rooms have been designed to accommodate councils required bin numbers (refer appendix) The garbage room at street level has been made large enough to act as both the commercial garbage room and the residential holding area

The residential bins will be transferred to the holding garbage room at street level prior to collection days by an appointed designated contractor.

Residential units

28units

Waste generation rates

240 litres per unit per week

Waste generated per week

240L x 28 = 6720L (based on 2 collections per week this equates to 14 x 240 litre bins)

Recyclables generation rates

80 litres per unit per week

Residential units

28units

Recyclables generated per week

80L x 28= 2240L ( 9 bins required )

Refer DA Plans for communal storage locations and collection area

Page 9: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

Waste Management Plan

Design of Facilities

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Type of Waste to be Generated Proposed on-site Storage and Waste

Management Strategy

Waste generated and bin storage capacity

calculations

Commercial Waste

Waste and recycling generation rates for mixed used

developments are based on the maximum rates

outlined in the NSW EPA’s better practice guide for

waste and recycling in commercial and industrial

facilities. We note that the maximum rates are well

above the average

Waste generation rates for all retail shops based on the 300 litres per 100 square metres per day

Waste includes food scraps and other non-recyclable material

Recycle generation rates for multi- unit dwellings are 490 litres per 100 square metres per day

Recycle materials include paper, glass, recyclable plastics, aluminium cans and steel tins. Folded Bulk cardboard boxes and other miscellaneous large recyclable items can be placed in the allocated bulk storage area

The commercial waste and recycling storage room (garbage room) will be located immediately adjacent to the proposed new road reserve. The garbage room is readily accessible via ramps from all the commercial areas within the ground floor complex

The garbage room have been designed to accommodate commercial waste and recycling requirements based on the EPA guidelines as well as acting as a holding area for the residential bins on collection days.

The bins will be removed and returned to the garbage room/holding area by the Council service

Shop area

466 square metres

Waste generation rates

300 litres per 100sm per day

Waste generated per week (based on a 6 day week)

4.66 x 300 x 6 =8388L (based on 3 collections per week this equates to 2796 l of waste material

3 x1100 L bins have been allocated for commercial waste

Recycle generation rates

490 litres per 100sm per day

Recycled materials generated per week (based on a 6 day week)

4.66 x 490 x 6 =13700 L (based on 3 collections per week this equates to 4567 L of recyclable material

2 x1100 bins have been allocated for smaller items and 2.5 cubic metres has been allocated in the bulky recycle store for cardboard packaging and other large miscellaneous items

Page 10: DEM (Aust) Pty Ltd

14/28 Clarke Street Riverstone

On-going Management

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On-going Management of Waste On-site

Residential

Residents will be instructed by way of a Waste Management Information Pack provided by the Body Corporate/Community Association, outlining how to recycle and

use the bins that are to be stored in each of the garbage rooms located on the ground floor of blocks 2 and 3. The information pack will also inform residents of

proposed collection days and alert them to the fact that the ground floor parking area will be closed during the garbage collection periods.

Refer Appendix 1 for specification and proposed layout of the residential garbage room

A waste/recycling cupboard with a minimum of one day’s garbage and recycling generation will be provided for each unit. (22L capacity each for waste and

recycling (refer Appendix 2).

Residents will be responsible for disposing of their daily waste and recycling by placing it in the colour coded bins within the garbage rooms located in basement 2

The garbage rooms have been located in close proximity to the lifts in each block to provide ready and easy access for the residents. Signage will clearly define the

waste areas and recyclable areas within the garbage room facility with clear instructions on how to use the facilities.

The residential bins will be transferred to the combined commercial holding area at ground level by a contractor through prior arrangement with the Body Corporate

before Council pickup on the designated collection days. The bins will be either transferred manually via the lift or by small flat tray truck to the holding area. The

contractor will also be responsible for washing and returning the bins to the residential garbage room immediately after collection.

Council will be responsible for removing, emptying and replacing the garbage and recycling bins from the holding area garbage. A flashing warning light to be

activated by the waste contractor will be installed within the residential floor parking area to alert residents of the garbage collection. The roller shutter will remain

closed during the collection period (approximately 10 minutes) to provide added protection for the garbage contractor.

Refer Appendix 2 for proposed waste collection vehicle standing area and sweep paths.

Page 11: DEM (Aust) Pty Ltd

Lot 100, 70 John Whiteway Drive, Gosford

Waste Management Plan

Appendices

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Appendix 1 – Garbage Room Construction & Requirements

Floor

Concrete- towelled to a smooth and even surface with fall to waste connected to sewer. Waste to be fitted with an approved in-floor dry basket arrestor.

Walls

Block walls- rendered to a smooth even surface and painted with light coloured washable paint. Provide coved interface between wall and floor.

Ceiling

Concrete painted with a light coloured washable paint.

Doors

Smooth faced impervious materials for easy cleaning. Doors to be close fitting, self -closing and fitted with a lever action handle in accordance with BCA requirements.

Rooms are to be provided with:

Tap and hose connection.

Permanent natural ventilation direct to the outside or a system of mechanical exhaust ventilation in accordance with relevant standards.

Artificial lighting controlled by switches outside and inside or sensor switches.

Clear signage describing how to use the waste facilities correctly.

Page 12: DEM (Aust) Pty Ltd

Lot 100, 70 John Whiteway Drive, Gosford

Waste Management Plan

Appendices

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Appendix 1 – Communal Waste Storage Areas

Residential Garbage Room

Room size approx. 8mx 5m

Page 13: DEM (Aust) Pty Ltd

Lot 100, 70 John Whiteway Drive, Gosford

Waste Management Plan

Appendices

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LAYOUT WHEN HOLDING RESIDENTIAL BINS LAYOUT WITHOUT HOLDING RESIDENTIAL BINS

Appendix 1 – Commercial Garbage Room / Residential Holding Area

Room size approx. 6mx 8m

Page 14: DEM (Aust) Pty Ltd

Lot 100, 70 John Whiteway Drive, Gosford

Waste Management Plan

Appendices

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PATHWAY TO TRANSFER RESIDENTIAL GARBAGE FROM

BASEMENT2 GARBAGE ROOM TO GROUND LEVEL

HOLDING AREA THROUGH LIFT

Approx. 27m

PATHWAY TO TRANSFER GARBAGE BY FLAT-TOP VEHICLE

USING CAR PARK RAMP

Appendix 1 – Communal Waste Storage Areas

Garbage Room Locations – Ground Floor

Page 15: DEM (Aust) Pty Ltd

Lot 100, 70 John Whiteway Drive, Gosford

Waste Management Plan

Appendices

P:\4465-00-CStRiv\05Enviroment-ESD\05-05WasteManagement\WMP_14 Clark Street.docx Page 15 of 16

Appendix 2 – Collection Vehicle Type & Truck Turning Area - reference from TTPA

Page 16: DEM (Aust) Pty Ltd

A024465-00

EVELOPMENT APPLICATION

1560

RESI

CORE

RETAIL GARBAGE

ROOM & HOLDING

AREA

RHOOD

1900

2000

1IN 10

STEP

RAMP

1 in 20

1 IN

14

RAM

P

1900

1 in 25 fall

MAX

BASE

MEN

T OUT

LINE

DOTT

ED

OTTED

1:20

1:8

1:5

6006

AWNI

NG. O

VER

DASH

ED

OVER DASHED

BAL. OVER DASHED

CW

G

G

G

G

G

G

G

G

G

G

G

G

G

G

R

R

R

R

R

R

R

R

RCR

CARDBOARD PACKING

BULKY/ RECYCLE

ITEMS STORE

CW

CWCR

ar--

2200 1

ar--

2201 2

34.36

34.65

34.85

35.04

34.14

34.36

34.65

34.85

35.04

34.14

Achieved

Required

Achieved

TABLE 4-10: Key controls for residential fla

t buildings, manor homes and shop top housing

(Blacktown City Council Growth Centre Precincts DCP 2016)

Site coverage (maximum)

Landscaped area (minimum)

Communual open space

Principal POS

Front setback (minimum)

Cnr lots secondary street

setback (minimum)

setback (minimum)

ack (minimum)

50% of site area

30% of site area

15% of site area

where the

development includes

≥ 4 dwellings

Determined by ground

floor setback

2M6M

4M (excluding garages)

6M

37% of site area

6M

6M8.4M

42% of site area

Min. 8m² per dwelling

with min. dimension

of 2.0m

Min. dimension of 2m for

all balconies with larger

balconies to the north28% of site area

85% (24 apts)

67.8% (19apts)

7%(2apts)

28%21%

##

####

2002

07

LEGEND

SP 1

This drawing has been prepared using vehiclemodelling computer software AutoTrack V5.00a inconjunction with AutoCAD 2013. The vehicle usedis based upon vehicle data provided by Austroadsand incorporates a reasonable degree of tolerance.However, it is not possible to account for all vehicletypes/characteristics and/or driver ability.

SWEPT PATH ANALYSISOF A 10.2m REFUSE

VEHICLE ENTERING THE SITE(FORWARD)

Page 17: DEM (Aust) Pty Ltd

ATION

1560

RESI

CORE

RETAIL GARBAGE

ROOM & HOLDING

AREA

OURHOOD

7

1900

2000

1IN 10

STEP

RAMP

1 in 20

1 IN

14

RAM

P

1900

1 in 25 fall

MAX

BASE

MEN

T OUT

LINE

DOTT

ED

INE DOTTED

1:20

1:8

1:5

6006

637

AWNI

NG. O

VER

DASH

ED

BAL. OVER DASHED

BAL. OVER DASHED

CW

G

G

G

G

G

G

G

G

G

G

G

G

G

G

R

R

R

R

R

R

R

R

RCR

CARDBOARD PACKING

BULKY/ RECYCLE

ITEMS STORE

CW

CWCR

WU

ar--

2200 1

ar--

2201 2

34.36

34.65

34.85

35.04

34.14

34.36

34.65

34.85

35.04

34.14

Required

Achieved

TABLE 4-10: Key controls for residential fla

t buildings, manor homes and shop top housing

(Blacktown City Council Growth Centre Precincts DCP 2016)

Site coverage (maximum)

caped area (minimum)

al open space

50% of site area

30% of site area

15% of site area

where the

development includes

≥ 4 dwellings

by ground

6M

37% of site area

6M

6M8.4M

42% of site area

Min. 8m² per dwelling

with min. dimension

0m

Min. dimension of 2m for

all balco

nies with larger

balconies to the north28% of site area

####

####

2002

6107

LEGEND

SP 2

This drawing has been prepared using vehiclemodelling computer software AutoTrack V5.00a inconjunction with AutoCAD 2013. The vehicle usedis based upon vehicle data provided by Austroadsand incorporates a reasonable degree of tolerance.However, it is not possible to account for all vehicletypes/characteristics and/or driver ability.

SWEPT PATH ANALYSISOF A 10.2m REFUSE

VEHICLE EXITING THE SITE

Page 18: DEM (Aust) Pty Ltd

A024465-00

VELOPMENT APPLICATION

1560

RESI

CORE

RETAIL GARBAGE

ROOM & HOLDING

AREA

ES

LOBBY 3

1 IN 14 RAMP

NEIGHBOURHOOD

SHOP 7

8680

1900

2000

1IN 10

STEP

RAMP

1 in 20

1 IN

14

RAM

P

1900

1 in 25 fall

MAX

BASE

MEN

T OUT

LINE

DOTT

ED

BASEMENT OUTLINE DOTTED

1:20

1:8

1:5

6006

6370

8372

AWNI

NG. O

VER

DASH

ED

BAL. OVER DASHED

BAL. OVER DASHED

CW

G

G

G

G

G

G

G

G

G

G

G

G

G

G

R

R

R

R

R

R

R

R

RCR

CARDBOARD PACKING

BULKY/ RECYCLE

ITEMS STORE

CW

CWCR

HWU

FHR

1 IN

20

ar--

2200 1

ar--

2201 2

ar--

2202 5

34.36

34.65

34.85

35.04

33.69

34.14

34.36

34.65

34.85

35.04

33.69

34.14

Required

Achieved

Min 70%

Min 60%

Max 15%

7%

Required

Achieved

TABLE 4-10: Key controls for residential fla

t buildings, manor homes and shop top housing

(Blacktown City Council Growth Centre Precincts DCP 2016)

Site coverage (maximum)

Landscaped area (minimum)

Communual open space

Principal POS

Front setback (minimum)

Cnr lots secondary street

setback (minimum)

etback (minimum)

ck (minimum)

50% of site area

30% of site area

15% of site area

where the

development includes

≥ 4 dwellings

Determined by ground

floor setback

2M6M

4M (excluding garages)

6M

37% of site area

6M

6M8.4M

42% of site area

Min. 8m² per dwelling

with min. dimension

of 2.0m

Min. dimension of 2m for

all balco

nies with larger

balconies to

the north28% of site area

85% (24 apts)

67.8% (19apts)

7%(2apts)

28%21%

####

####

####

2002

6107

LEGEND

SP 3

This drawing has been prepared using vehiclemodelling computer software AutoTrack V5.00a inconjunction with AutoCAD 2013. The vehicle usedis based upon vehicle data provided by Austroadsand incorporates a reasonable degree of tolerance.However, it is not possible to account for all vehicletypes/characteristics and/or driver ability.

SWEPT PATH ANALYSISOF A 10.2m REFUSE

VEHICLE ENTERING THE SITE(REVERSE)

Page 19: DEM (Aust) Pty Ltd

024465-00

VELOPMENT APPLICATION

1560

RESI

CORE

RETAIL GARBAGE

ROOM & HOLDING

AREA

P

NEIGHBOURHOOD

SHOP 7

1900

2000

1IN 10

STEP

RAMP

1 in 20

1 IN

14

RAM

P

1900

1 in 25 fall

MAX

BASE

MEN

T OUT

LINE

DOTT

ED

SEMENT OUTLINE DOTTED

1:20

1:8

1:5

6006

6370

8

AWNI

NG. O

VER

DASH

ED

BAL. OVER DASHED

BAL. OVER DASHED

CW

G

G

G

G

G

G

G

G

G

G

G

G

G

G

R

R

R

R

R

R

R

R

RCR

CARDBOARD PACKING

BULKY/ RECYCLE

ITEMS STORE

CW

CWCR

HWU

FHR

ar--

2200 1

ar--

2201 2

34.36

34.65

34.85

35.04

369

34.14

34.36

34.65

34.85

35.04

369

34.14

d

Achieved

70%

Min 60%

Max 15%

%

Required

Achieved

TABLE 4-10: Key controls for residential fla

t buildings, manor homes and shop top housing

(Blacktown City Council Growth Centre Precincts DCP 2016)

Site coverage (maximum)

Landscaped area (minimum)

Communual open space

Principal POS

Front setback (minimum)

Cnr lots s

econdary street

etback (minimum)

etback (minimum)

k (minimum)

50% of site area

30% of site area

15% of site area

where the

development includes

≥ 4 dwellings

Determined by ground

floor setback

2M6M

4M (excluding garages)

6M

37% of site area

6M

6M8.4M

42% of site area

Min. 8m² per dwelling

with min. dimension

of 2.0m

Min. dimension of 2m for

all balconies with larger

balconies to the north28% of si

te area

85% (24 apts)

67.8% (19apts)

7%(2apts)

28%21%

####

####

####

2002

6107

LEGEND

SP 4

This drawing has been prepared using vehiclemodelling computer software AutoTrack V5.00a inconjunction with AutoCAD 2013. The vehicle usedis based upon vehicle data provided by Austroadsand incorporates a reasonable degree of tolerance.However, it is not possible to account for all vehicletypes/characteristics and/or driver ability.

SWEPT PATH ANALYSISOF A 10.2m REFUSE

VEHICLE EXITING THE SITE

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Lot 100, 70 John Whiteway Drive, Gosford

Waste Management Plan

Appendices

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Appendix 2 – Under Bench Storage