Copeh - 2020

CODE OF PRACTICE
ON
ENVIRONMENTAL HEALTH
ENVIRONMENTAL PUBLIC HEALTH DIVISION

NATIONAL ENVIRONMENT AGENCY
SINGAPORE
Jun 2020
First Edition 1973
Second edition 1974
Third edition 1974
Fourth edition 1978
Fifth edition 1986
Sixth edition 1988
Seventh edition 1990
Eighth edition 1998
Ninth edition 2005
Tenth edition 2013
Eleventh editon 2015
Twelfth edition 2016
Thirteenth edition 2017
Forteenth edition 2020
No Part Of This Book May Be Reproduced In Any Form Without The

Written Permission Of The Environmental Public Health Divison,
National Environment Agency
CONTENTS
Page
INTRODUCTION i
BUILDING PLANS REQUIREMENTS

Section
1 Refuse Storage and Collection System 1
2 Public Toilet 10
3 Food Retail Outlet 16
4 Supermarket 20
5 Food Catering Outlet 22
6 Market 24
7 Swimming Pool 28
8 Dormitory 29
9 Anti-Mosquito Breeding 30
10 Premises with Cattle 31
11 Storage and Collection System for Recyclables at 32
Strata-titled Properties with Residential Units
APPENDIX
1 Example of Layout of Bin Centre 35
2 Provision of Sanitary Facilities 38
3 Mist Generating System and Fan 42
4 Plumbing Details for Market 43
5 Details of Deck Level Channel 45
6 Suggested Guidelines on Safety Features in Pool 46
Design and Landscaping
7 Glossary of Terms 47
DRAWINGS
1 Layout of Drainlines For Market 44
Code of Practice on Environmental Health (2020 Edition)
INTRODUCTION
The Code of Practice on Environmental Health (COPEH) provides the
guidelines to address environmental health concerns in the design of
buildings. The Code spells out the objectives to be met and stipulates only
the minimum basic design criteria. In this way, Qualified Persons (QPs:
Architects or Professional Engineers) may exercise flexibility and creativity
in the design to meet the stated requirements without compromising
functional and maintenance needs. So long as design outcomes satisfy
the stated objectives, the building plans will be deemed to have complied
with the COPEH. Notwithstanding this, the QP shall be fully responsible
for safety, effectiveness and all other aspects of the design.
Director General of Public Health

Ministry of the Environment and Water Resources
Singapore
1 REFUSE STORAGE AND COLLECTION SYSTEM
1.1 Objective
The refuse storage and collection system shall be mechanised where possible
and designed so as not to cause nuisance to occupants and neighbouring
premises, and to prevent pollution to the environment. All facilities provided shall
be adequately sized to meet the anticipated refuse output.
1.2 Refuse Output

(a) The refuse output for the various categories of premises shall be
computed as follows:
Category of Premises Refuse Output (litres/day)

Office 15 per 100 sq m gross floor area
Hotel / dormitory 10 per 100 sq m gross floor area
Shop / trade premises 30 per 100 sq m gross floor area
Supermarket / market 100 per 100 sq m gross floor area
/department store
Restaurant / eating house /food 200 per 100 sq m gross floor area
centre / canteen
Residential premises 20 per dwelling premises
Petrol station 300 per premises
(b) Where a proposed development has a combination of different types of

premises (for example, a shopping complex with offices, residential
premises and a food centre), the total refuse output shall be the sum of
the outputs of each category of premises.
1.3 Refuse Chute

Refuse chutes shall be provided for residential buildings and buildings with
residential component taller than four (4) storeys so that occupants need not
have to bring their refuse into lifts or walk down the stairs with it. Refuse chute s
shall meet the following requirements:
(a) The refuse chute shall be made of reinforced concrete with cross-
sectional area of at least 0.3 sq m.
(b) The chute shall terminate at the roof of a building. The chute shall be
ventilated at the top with at least two openings of not less than 0.1 sq m
each. This top section of the refuse chute shall be accessible from the
common area to facilitate maintenance.
(c) If the roof is to be used as a roof terrace/garden, particular attention shall

be paid to the siting of the refuse chute, the location of its openings and
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the maintenance requirements so as not to cause any smell nuisance.

Ventilation openings shall be located at least 2.1 m above roof level.
(d) There shall be a system to wash and flush the whole length of the chute.
The control valve for the flushing system is preferably located at the
chamber level. The system shall be designed for manual activation of
flushing and automatic de-activation.
(e) Where a centralised refuse chute is provided, the hopper shall be sited
as far away as possible from residential dwelling units and not be facing
the entrance of the units. The hopper shall be screened when this
requirement cannot be achieved.
A refuse chute chamber or room shall be built at the bottom of the refuse chute.
As the refuse chambers are smaller than refuse room, a refuse bin point or
refuse bin centre with additional storage for the refuse shall be provided within
the development. The refuse collection vehicle collects the refuse from the bin
point or bin centre. Conversely, refuse rooms are larger than refuse chamber
and designed with the full refuse storage capacity, and refuse is collected
directly from the refuse rooms by refuse collection vehicle.
1.4 Refuse Chute Chamber

The refuse chute chamber shall be suitably located to facilitate easy and
nuisance-free conveyance of refuse. The refuse chute chamber shall meet the
following requirements:
(a) The chamber shall be designed to house an SS EN-840 standard

wheeled refuse bin which can contain at least one (1) day of refuse output
from all the premises connected to the chute. The refuse bin shall have
a maximum capacity of 660 litres. In the event where it is not possible to
provide storage for one day of refuse output even with the largest 660-
litre bin, the refuse in bin shall be cleared more frequently as required to
prevent spillage of refuse within the refuse chamber. However, the total
daily refuse output from all the premises connected to the chute shall not
exceed 1980L.
(b) The refuse chute chamber’s walls shall be lined with tiles or other smooth,
impervious materials.
(c) The refuse chute chamber’s floor shall be recessed at least 100 mm
below the apron area and graded towards a gully connected to a sewer.
(d) The maximum gap between the termination point of the refuse chute and
the top of the refuse bin shall be 200 mm.
(e) An airtight non-corrosive flap door shall be provided for access to the
refuse chute chamber.
(f) A refuse bin point or refuse bin centre shall be provided. The combined
refuse storage capacity of the bin point or bin centre and all the refuse
chute chambers shall be sufficient for at least two (2) days of refuse
output of the development.
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1.5 Refuse Room

The refuse room shall house a mechanical refuse handling equipment, e.g. a
dust-screw or any other enclosed fixed system. Refuse collected in the refuse
handling equipment is conveyed directly into a refuse collection vehicle, which
backs up into the refuse room. The refuse room shall meet the following
requirements:
(a) The refuse room shall be large enough to accommodate two (2) days of
refuse output from all the premises connected to the refuse chute.
(b) The vehicular service road to the refuse room shall be free from
obstruction and such that the refuse collection vehicle can make a three -
point turn within the premises to back up into the refuse room. To facilitate
this, the refuse room floor and vehicular service road shall be of the same
level with a setback distance of at least 13 m in front of the refuse room.
The swept path of the refuse collection vehicle shall meet the minimum
required turning radius of 9m and the distance required to reverse into
the refuse room shall also be minimised.
(c) The refuse room’s walls shall be lined with smooth tiles or other smooth
(d) The refuse room’s floor shall be graded towards a gully/floor trap
connected to the sewer.
(e) A water tap shall be provided in accordance with the latest Public Utilities
(Water Supply) Regulations and Singapore Standard 636: Code of
Practice for Water Services. The water tap shall be securely locked to
prevent unauthorised use.
(f) The refuse room shall be rendered pest-proof against birds, rodents and
insects.
(g) The refuse room shall be provided with a roller shutter door with a clear
width of 3.4m and clear height of 4m.
1.6 Refuse Bin Point and Refuse Bin Centre

Developments not adopting the Refuse Room system i.e. those with or without
refuse chambers shall be provided with either a bin point or a bin centre within
the premises. Refuse collections shall be carried out only from within the
premises. A bin centre shall be provided if refuse output exceeds 1,000
litres/day.
For developments adopting the Refuse Chute Chamber system, the combined
refuse storage capacity of the bin centre or bin point and the refuse chute
chambers shall be sufficient for at least two (2) days of refuse output of the
development. For developments without refuse chute chambers, the bin centre
or bin point capacity shall be sufficient for at least two (2) days of refuse output
of the development.
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The bin centre shall meet the following requirements:
(a) The bin centre shall be sited so as not to cause a nuisance to

neighbouring premises, and be accessible to a refuse collection vehicle .
An adequate turning area shall be provided where necessary to
accommodate the various sizes of refuse collection vehicles available in
the market. Refuse collections shall be carried out only from within the
premises.
(b) The bin centre shall be designed for access of SS EN-840 standard
wheeled bins from within the development. Sufficient space shall be
provided for washing and manoeuvring of refuse bins within the bin
centre.
(c) The bin centre’s walls shall be lined with smooth tiles or other smooth,
(d) The bin centre’s floor shall be graded towards a gully/floor-trap

connected to the sewer.
(e) The bin centre shall be provided with a roof with no gutters. The roof shall
have an adequate gradient to prevent water stagnation and mosquito
breeding.
(f) The bin centre shall be adequately ventilated and rendered pest-proof
against birds, rodents and insects.
(g) The bin centre’s entrance and ventilation openings shall face away from
any residential premises in the vicinity. Aesthetic screening shall be
provided where practical, so as not to cause a nuisance to neighbouring
premises.
(h) An access walkway of at least 1m clear width around all items in the bin
centre shall be provided.
(i) Where the daily refuse output of the premises is less than 4,000 litres, SS
EN-840 wheeled bins can be used for storage of refuse in the bin centre.
(j) Where the daily refuse output of the premises is 4,000 litres or more, an
enclosed roll-on roll-off (RORO) compactor/container, dust screw
compactor or a rotary drum system shall be provided. The type of system
to be provided depends on the refuse composition and the amount of
refuse output from the premises. The RORO compactor/container
provided shall be designed in accordance with DIN 30722. The following
additional design requirements of the bin centre shall apply:
i. The required roller shutter opening of the bin centre shall be 4m

(clear width) by 5m (clear height).
ii. A 5m clear height shall also be provided in front of the entrance

when a RORO compactor/container or any other refuse storage
system that requires haulage is provided.
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iii. A setback distance of at least 13 m shall be provided to ensure

that the bin centre is accessible to refuse collection vehicles. The
swept path of a refuse collection vehicle from the main or service
road to the bin centre shall meet the minimum required turning
radius of 9m and also be free of obstructions.
iv. The bin centre floor level shall be at the same level as the
vehicular access road and the RORO compactor/container shall
be resting on the bin centre floor.
v. The distance for refuse collection vehicles to reverse into the bin
centre shall be minimised. A guide of the layout of a bin centre is
shown Appendix 1A.
vi. If bin lifter is used, there shall be sufficient space to enable the bin
lifter to operate the bin properly.
vii. When there are more than 1 RORO compactor/container in the

bin centre, the minimum separation between the adjacent
compactor/containers shall be 0.5m.
viii. The orientation of RORO compactor/container’s tail gate shall face

the inside of the bin centre.
ix. Floor markings shall be provided in front of the entrance of the bin
centre to guide the refuse collection vehicle when reversing during
operation.
Where a bin point is provided, washing points and water taps are not required
and the bin point need not be connected to the sewer. The bin point shall have
a pleasant architectural appearance and be sited so as not to cause a nuisance
to neighbouring premises.
1.7 Pneumatic Waste Conveyance System (PWCS)

All new strata-titled properties with 500 or more residential dwelling units for
which development applications are submitted to URA from 1 April 2018
onwards shall be provided with a PWCS. Applicants shall provide a copy of
URA’s Provisional Permission in their DC application to NEA.
Where a PWCS (i.e. stationary vacuum system or vacuum truck system) is

provided, the following requirements shall be complied with:
(a) For refuse chute which are square, the cross-sectional area of the chute
shall be not less 0.3 sq m. For refuse chute which are round, the
minimum internal diameter of the chute should not be less than the
diameter of 600mm. The refuse chute shall be made of reinforced
concrete material.
(b) The opening of the chute hopper is to be fully volume-controlled to restrict

large or long items from entering the chute (see Appendix 1B). The chute
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hopper shall be adequately sized to accommodate bagged waste of size

300 to 350 mm measured in any angle. These features will allow the
disposal of bagged waste of typical sizes, and prevent oversized waste
from choking the hopper and the chute.
(c) Sensors and monitoring equipment shall be provided to monitor the

refuse collected at the refuse chute and activate the discharge cycle to
convey the refuse to the bin centre to prevent excessive piling of refuse
within the refuse chute.
(d) Inspection openings shall be provided at intervals of not more than 50m
along straight sections, and at locations of the PWCS conveyance pipe
network where refuse is likely to accumulate and block the conveyance
pipe, including, but not limited to, pipe connections and bends in the
conveyance pipes.
(e) The ventilation, air intake and air outlet units shall be sited so as not to
cause any noise or smell nuisance to neighbouring premises or residents
of the premises served by the PWCS.
(f) The system shall be designed so as not to cause any noise nuisance to
residents of the premises served or neighbouring premises when it is
operated.
(g) Dust and odours shall be removed from the air that conveys the refuse
before the air is discharged into the atmosphere. Measures to remove
dust and odours include, but are not limited to the following:
i. Dust and deodorising filters shall be provided to filter dust and foul
odours from the air conveying the refuse before the air is discharged
to the atmosphere.
ii. The type and quantity of filters provided shall be appropriate and
sufficient to treat all air exhausted from the PWCS system.
iii. The filters shall efficiently filter the air without affecting system
performance and in an energy efficient manner.
iv. All filter media shall have a life span of no less than six (6) months
between replacements.
v. In addition to the filters, an Odour Treatment System shall be provided

to treat the air such that the discharged air from the exhaust air outlet
or bin centre does not cause smell nuisance to residents.
The discharge point shall also be located at the highest level possible
and pointed away from residential dwelling units and commercial spaces
within and surrounding the development.
(h) A PWCS bin centre shall be provided for stationary systems. The PWCS
bin centre shall be designed to meet the same requirements stated in
section 1.6. The refuse storage capacity in the bin centre shall be
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sufficient for storage of at least two (2) days of refuse output of the
development. The PWCS refuse container shall be designed in
accordance with DIN 30722.
(i) For vacuum truck systems, the size of the intermediate storage area shall
be sufficient for the storage of at least two (2) days of refuse output. The
requirements stated in section 1.6 shall still apply so that a proper storage
facility within the development is available in the event that the vacuum
truck is not available for collection.
(j) The bin centre shall be accessible to refuse collection vehicles, and be
so sited so as not to cause nuisance to neighbouring premises. The
design requirements for the bin centre as stated in section 1.6(i) shall still
apply.
(k) A communications system shall be incorporated into the system to

automatically and immediately alert the management and appointed
service provider of any faults or breakdowns detected in the system so
that repair work can be promptly arranged.
(l) The complete system including the exhaust air treatment system shall be
designed for ease of maintenance.
(m) The electrical and electronic components (including the Programmable

Logic Controller) shall use Original Equipment Manufacturer (OEM)
parts.
(n) The design of the PWCS shall comply with the latest Singapore Standard
SS 642: Code of Practice for Pneumatic Waste Conveyance System.
1.8 Mandatory Waste Reporting Scheme

Developments required to report their waste data may make their own
provisions to weigh their refuse by installing in-house weighing systems e.g. by
fitting their dust drum system with load cells and weighing system. Alternatively,
they may engage the services of general waste collectors who may provide
weighing records from on-board truck weighing systems or weighbridge records
from incineration plants.
1.9 Location of Grease Trap

(a) Grease trap shall be installed and sited at suitable location that allows
for easy access to facilitate maintenance, not give rise to public health,
noise and hygiene problems during operation and maintenance, and be
accessible for the transfer of greasy waste directly into Class C waste
collection trucks without double transfers. Road access and vehicle
parking shall be made available within the development for the Class C
waste collection trucks so that the collection trucks are not more than
10m away from the grease traps to facilitate suction of the greasy waste
into the trucks’ waste collection tanks.
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(b) For food shop located in development with no internal access roads, the
grease traps shall be located close to external road access with vehicle
parking for the temporary stationing of Class C waste collection trucks
not more than 10m away from the grease traps.
(c) Where portable greasy trap is permitted and installed within the food
shop, road access and vehicle parking shall be made available for the
Class C waste collection trucks to be not more than 10m away from the
building in which the food shop is located
1.10 On-Site Food Waste Treatment System
All new commercial and industrial premises that meet the thresholds stated in
the table below are required to allocate space for on-site food waste treatment
system. The requirements shall apply to new development applications
submitted to URA from 1 January 2021 onwards. Applicants shall provide a copy
of URA’s Provisional Permission in their DC application to NEA.
Types of premises Thresholds (Gross Floor Area)

Shopping Malls F&B Area > 3,000 sq m
Commercial
Hotels Function + F&B Area >3,000 sq m
Large food manufacturers1 (i.e.
Operation area > 750 sq m)
Premises which are solely used for

specific trade activities2 can be excluded
Single User from the requirement. An exemption
Factories request along with the necessary
(SUFs) documents shall be submitted to NEA for
checks. Elaboration shall also be
provided to support their request when
Industrial required by NEA.
At least 1 large food manufacturer (i.e.

Operation area > 750 sq m)
Multi-User
Or
Factories
(MUFs)
GFA > 20,000 sq m and > 20 food tenants
(i.e. food manufacturers and food
caterers)
Building plans of all affected premises shall be submitted. The plans shall clearly
demarcate the allocated area for on-site food waste treatment system.
1 As licensed under Singapore Food Agency’s Licence to operate a food processing establishment
2 Manufacturer of spices, dried foodstuffs, additives, bottled water, high pressure processing
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Premises where homogenous food waste is segregated for recycling into animal
feed may be exempted from the requirement to set aside space for on-site food
waste treatment. An exemption request along with the necessary
documentations shall be submitted to NEA for verification.
The space set aside for on-site food waste treatment meet the following
requirements:
(a) The space shall be sited in the building or within the premises on which
the building is situated. Possible areas include the refuse bin centre or a
dedicated food waste treatment room.
(b) The size and layout of the space set aside shall be designed to support
the implementation of the on-site food waste treatment system including:
i. Minimum space required for the on-site system, including space

for service and maintenance works of the treatment system and
access of SS EN-840 standard wheel bins is 25m2 (i.e. 5.0m by
5.0m).
ii. The space shall have a minimum height clearance of 3.5m.
iii. Provisions shall be made for the effluent from the food waste
treatment system to be discharged into the sewer through a
grease trap.
(c) Where the space is located within the Refuse Bin Centre, the space set
aside shall comply fully with requirements outlined in Section 1.6.
(d) Where a dedicated food waste treatment room is provided, the following
additional design requirements shall apply:
i. The floor shall be graded towards a gully connected to the sewer.
ii. The room shall be adequately ventilated and rendered pest proof
against birds, rodents and insects.
iii. The room shall not pose any pest or odour nuisance or pollution
concerns to occupants, neighbouring premises and public.
iv. Additional space for washing point to wash refuse bins. The
water tap provided for washing shall be in accordance with the
latest Public Utilities (Water Supply) Regulations and Singapore
Standard 636: Code of Practice for Water Services
v. The entrance and ventilation openings/exhaust discharge shall

face away and be aesthetically screened from any neighbouring
premises in the vicinity.
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2 PUBLIC TOILET
2.1 Objective
The public toilets shall be designed to withstand heavy usage. Ventilation is
therefore important. The design shall also take into consideration ease of
maintenance and should facilitate proper toilet use and personal toilet hygiene.
There shall be adequate provision of toilet facilities for premises provided with
public toilet.
2.2 Definition of Public Toilet

2.2.1 A public toilet is defined as a toilet within premises which the general public has
free access, regardless of payment/ non-payment to access the premises. The
general public is free to access the public toilet without having to be a resident,
student, staff, member or a guest, or a regular client. Toilets in the following
places are classified as public toilets:
shopping mall or centre, including the floor in commercial buildings with

shops;
supermarket and wet market;
eating establishment and food centre (restaurant, coffeeshop, hawker centre
food court)/ bar/ nightclub/ discotheque/ pub;
conference hall/ cinema/ theatre/ convention hall/ exhibition hall;
park;
bus terminal/ interchange;
petrol station;
community centre/ community clubs;
MRT station;
stadium;
public swimming pool.
Although toilets within premises which the general public does not have free
access (e.g. condominiums, terraced workshops, places of worship, etc) are not
covered under this code of practice, QPs are encouraged to adopt the guidelines
stipulated here.
2.2.2 Although construction sites are not freely accessible to the public, sanitary
facilities in a construction site shall be provided in accordance with the
requirements stipulated in Appendix 2.
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2.3 General Design Criteria

The general design requirements for public toilet shall be as follows:
(a) Wall finishes shall be of materials which are impervious and durable such
as ceramic tiles and phenolic panels to facilitate cleaning.
(b) Floors shall be constructed of waterproof non-slip surfaces like ceramic

tiles, natural stone, homogeneous tiles or other impervious materials to
facilitate cleaning.
(c) The toilet’s main entrance shall preferably have no door, and the
cubicles, urinals and mirrors shall be away from the line of sight from the
main entrance.
(d) The minimum lighting level shall be 300 lux to ensure that areas with
water closets, wash basins and urinals are sufficiently illuminated.
(e) All toilet cubicles shall be at least 900 mm wide and 1500 mm deep.
(f) Cubicle partitions shall be of rigid design and wall or ceiling hung, where
practical, without leg support for easy cleaning of the floor.
2.4 Sanitary and Water Fittings Required in Public Toilet

Sanitary and water appliances and fittings installed in public toilets shall be of
heavy-duty classification and quality and shall be easily-cleaned. Water fittings
shall comply with the relevant standards and requirements stipulated by PUB
and their installation shall be in accordance with the latest Public Utilities (Water
Supply) Regulations and Singapore Standard CP 48 – Code of Practice for
Water Services. For water fittings, appliances and products covered under
PUB’s Mandatory Water Efficiency Labelling Scheme, only fittings, appliances
and products registered under the Scheme shall be installed. The standards and
requirements for water fittings stipulated by PUB and fittings, appliances and
products registered under PUB’s Mandatory Water Efficiency Labelling Scheme
can be found at PUB’s website at www.pub.gov.sg
Where sanitary and water provisions are to be made for person with disabilities,
such provisions shall be in accordance with the requirements stipulated in
BCA’s “Code on Barrier-Free Accessibility in Buildings”.
A glossary of the terms used in this section is given in Appendix 8.
2.4.1 Number of sanitary fittings

The number of public toilets and sanitary fittings to be provided in buildings
accessible to the general public is given in Appendix 2. The numbers of facilities
provided are minimum requirements and QPs should design the toilets to
ensure sufficient facilities are provided based on the highest expected toilet use.
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2.4.2 Water closets
(a) Pedestal type water closets shall preferably be wall hung, without leg
support, so as to facilitate cleaning.
(b) The cubicle, where a squatting WC pan is provided, should be kerbed

such that water will not flow out of the boundary of the cubicle. The
cubicle floor shall be properly graded towards the gully trap within the
cubicle.
(c) Each water closet shall be fitted with a sensor-operated flush valve and
coupled with manual by-pass and manual override.
(d) For volume of water per flush in urinals and water closets, please refer to
the latest Public Utilities (Water Supply) Regulations and Singapore
Standard CP 48 – Code of Practice for Water Services.
(e) A water tap point with spring loaded nozzle shall be provided within one
cubicle of the toilet.
(f) Where water tap points with spring loaded nozzle are provided, they shall
be installed with a check-valve and an anti-vacuum valve to prevent
backflow.
(g) For cubicles where water tap points with spring loaded nozzle are
provided, the cubicle floor shall be properly graded towards the gully trap
within the cubicle. Scupper drains with metal grating shall preferably be
installed within the cubicle to facilitate the draining off of water. For such
cubicles, there shall be signage on the cubicle door indicating the
provision of the water tap point with spring loaded nozzle. Signage is not
required for toilets where all cubicles are provided with the water tap point
with spring loaded nozzle.
2.4.3 Urinals
(a) Each urinal shall be fitted with a sensor-operated flush valve with manual
override feature.
(b) Where a waterless urinal is installed, it shall be maintained in accordance

with manufacturer’s instructions and not cause any odour nuisance. Only
waterless urinals registered under PUB’s Mandatory Water Efficiency
Labelling Scheme shall be installed.
(c) There shall be a scupper drain underneath the urinals along the wall
where urinals are installed, to facilitate the removal of dripping during
cleaning of the floor. The width of the supper drain should not be more
than 150 mm.
(d) Handrails or grab bars shall be provided for at least one urinal.
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(e) Individually wall-hung urinal units shall be at least 300 mm wide and the
lip of the collection area shall project from the wall by at least 300 mm.
2.4.4 Wash hand basins and taps
(a) Wash-hand basins shall be installed such that there is sufficient gradient
to allow dirty and debris to be effectively washed into the drain pipes.
(b) Wash hand basins shall be under-counter. Other designs are allowed
provided that they can minimise the problem of water spilling over from
the basin to the counter. For basins that sit on top of the counter or are
stand-alone, these shall be deep enough to prevent water splashing out
of the basins when in use.
(c) All wash hand basin taps shall be sensor taps with self-closing delayed
action feature, except for one which shall be self-closing delayed-action
mechanical or battery-operated sensor type tap, installed per toilet block
to ensure that one tap remains functional during power supply outage.
For toilet block provided with only one wash hand basin, only self-closing
delayed-action mechanical or battery-operated sensor type tap shall be
installed.
To support water conservation, the flow rate for the self-closing delayed-
action mechanical or sensor type taps at these basins shall be set at 2
litres/minute.
Please refer to the Public Utilities (Water Supply) Regulations and the
Singapore Standard CP 48 – Code of Practice for Water Services for
requirements on timings and allowable flowrates for taps.
Public toilet shall be located at common area should be included.]
(d) Wash hand basins provided in accessible individual washrooms as

prescribed in BCA’s “Code on Accessibility in the Built Environment” hall
have either self-closing delayed-action sensory type taps or long lever
handle taps. For accessible toilets where the wash basin designated for
persons with disabilities is grouped together with wash basins for general
use, the wash basin designated for persons with disabilities shall only
have self-closing delayed-action sensor type taps.
(e) In food retail outlets where toilet facilities are provided, wash hand basins
shall preferably be provided outside the toilet. Wash hand basin taps
shall comply with the requirements in clause c of Section 2.4.4 of the
COPEH.
(f) Where there is more than one wash hand basin provided, at least one
shall be installed at a level to accommodate use by children.
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2.5 Amenities To Be Provided

(a) Liquid soap or foam soap dispenser
One soap dispenser shall be provided for every two count of wash hand
basins, subject to a minimum of one. The dispenser shall be positioned
at least between every two wash hand basins. The dispenser shall have
a transparent window so that the level of soap in the dispenser is clearly
visible.
(b) Hand-dryer blower or paper towel dispenser
One electronic hand-dryer or paper towel dispenser shall be provided for

every two count of wash hand basins, subject to a minimum of one. The
electronic hand-dryers shall be positioned immediately next to the wash
hand basins where practical. Where paper towel dispensers are
provided, they shall be positioned directly above and at least between
every two wash hand basins.
(c) Litterbins
A minimum of one litterbin shall be provided directly below or in close

proximity to the wash hand basins. A sanitary bin for the disposal of
sanitary pads shall be provided in each WC cubicle in the female and
unisex toilets. Bins shall be operated without hand contact e.g. foot pedal
or electronic motion sensor devices.
(d) Toilet paper holder
A jumbo paper toilet roll holder or a toilet tissue dispenser of similar

capacity shall be installed in each WC cubicle.
(e) Cleaner’s sink with tap-point
A dedicated sink with tap-point for maintenance personnel to clean public

toilets shall be provided within or in close proximity to each toilet block,
where practical.
(f) Diaper changing facility
Diaper changing stations, benches or tables shall be provided in toilets

of shopping malls, MRT stations, bus terminals/interchanges, hawker
centres as well as any other buildings where families with infants and/or
toddlers are expected to frequent. The diaper changing surfaces shall be
non-porous, easily cleaned and water proof.
14
2.6 VENTILATION
(a) The toilet shall well-ventilated by natural or mechanical means to remove
odours and to keep floors dry. Where mechanical means are used, the
air exchange rate shall have a minimum of 15 air changes per hour.
Service access ducts, if fully enclosed, shall be connected to the
mechanical ventilation system. For natural ventilation, suitable fresh air
inlet grilles shall be provided to ensure an air exchange rate of 5 air
changes per hour.
(b) The exhaust system shall dispel the air directly outdoors without causing
any nuisance to neighbouring premises.
Note: While this Code stipulates the minimum basic design criteria, QPs are
encouraged to refer to the publication <A Guide to Better Public Toilet Design and
Maintenance> for further reference on good examples of toilet design.
15
3 FOOD RETAIL OUTLET
3.1 Objective
Food retail outlets, such as restaurants, food courts, etc. (also known as “food
shops”) shall be designed to ensure that the size and layout can support an
efficient workflow which minimises likelihood of food contamination. It shall be
designed to ensure adequate access to facilitate cleaning and maintenance. A
good layout will help the operator attain a high standard of food hygiene and
cleanliness in the premises.
3.2 General Design Criteria

The general design criteria for a food retail outlet shall be as follows:
3.2.1 Minimum Food Preparation Area
The minimum food preparation area for a food shop or food stall shall be 10
square metres.
3.2.2 Floor
(a) The floor of the kitchen shall be graded towards floor traps.
(b) Floors shall be constructed of non-slip and impervious materials to facilitate

cleaning.
(c) The edge adjoining the wall and the ground should be coved.
3.2.3 Wall
The walls of the preparation and servery area shall be lined with glazed tiles or
other suitable impervious materials of not less than 1.5m, to facilitate cleaning.
Walls or partitions shall preferably be in light colour.
3.2.4 Washing Facilities
Washing Facilities in Food Preparation Area
(a) At least one sink shall be provided in the food preparation area.
Hand-Washing Facilities in Food Preparation Area
(b) At least one wash hand basin shall be provided for workers in the kitchen.
The tap of the wash hand basin shall preferably be non-hand operated. It
shall be strictly for hand washing purpose.
(c) If a double-bowl sink is installed and one of which is dedicated for hand
washing purpose, the sink should be installed with two separate water taps.
16
Hand-Washing Facilities in Refreshment Area
(d) At least one wash hand basin shall be provided in the refreshment area of
a foodshop which serves cuisines to be consumed using hands and is
without toilet facilities. Taps shall be suitably adjusted to minimise splashing
and shall be delayed-action type or auto-sensor operated type.
(e) Hand soap, and hand dryer or hand drying towel, shall be provided at hand-
washing facilities.
3.2.5 Centralized Washing Area

(a) Food shop with 6 to 15 individual food stalls shall have a centralised wash
area with a minimum size of 5 square metres.
(b) Food shop with more than 15 food stalls shall have a centralised wash area
with a minimum size of 7 square metres.
(c) The centralised wash area shall be located in a well-ventilated room or an

enclosure, and the walls shall be lined with glazed tiles or other suitable
impervious materials. The provision of a commercial dishwashing machine
in the centralised wash area is encouraged.
3.2.6 Storage
(a) Separate storage facility shall be provided for workers’ personal belongings,
cleaning tools/material, food ingredients, cutlery, and food packaging
materials respectively.
(b) A storage room shall be provided, where practical, for the storage of large
equipment such as additional chairs, tables etc.
3.2.7 Equipment Spacing Clearance

All kitchen appliances and equipment such as oven, etc, and piping shall be kept
at least 150 mm above the finished floor level.
3.2.8 Sanitary Fittings

(a) Floor trap shall be constructed in the food preparation area for the discharge
waste water to sewer.
(b) No manhole, inspection chamber, waste sump, screen chamber, grease

trap or overhead sanitary/waste/drain pipes shall be sited within the areas
where food is prepared, cooked, stored or served; or other areas where they
are likely to give rise to nuisance, health or hygiene hazards during
maintenance.
17
3.2.9 Toilets
Where there are public toilets within the building where the food shop is located,
the provision of a toilet within the food shop is not necessary. Otherwise, the
number of toilets and sanitary fittings provided shall be in accordance with the
requirements in Section 2 of the COPEH.
3.2.10 Pest Control

Premises should be rendered pest-proof to prevent pest access and to eliminate
pest potential breeding sites.
3.2.11 Ventilation and Air Exhaust System

(a) All fumes from the cooking range shall be extracted immediately and treated
with an air cleaning system. The air cleaning system shall capture
particulate matters, grease, oil, water vapour and smell causing compounds
such that there is:
i. No visible black smoke and fumes (white or otherwise) from the exhaust;
ii. No emission of grease or oil from the exhaust as evident by the deposition
on the grating or in the surrounding area of the exhaust;
iii. No intense/ irritating smell of frying, charbroiling, roasting and such other
cooking in the vicinity of exhaust.
(b) The air cleaning system shall not cause noise nuisance.
(c) The cleaned air shall be exhausted outdoors by a hood and flue or other
extractor fan system at or above the roof, facing away and aesthetically
screened from the immediate neighbouring premises, such that it will not
cause smell or other public health nuisance. Where it is not practical to
exhaust the fumes at or above the roof, an alternate location of the
discharge point in the outdoors may be selected, facing away and
aesthetically screened from the immediate neighbouring premises.
(d) Consideration shall be given to aesthetic aspect of the exhaust outlets if it

is sited near residential premises.
(e) There shall be regular cleaning and maintenance of the exhausts.
(f) The food shop shall be well ventilated. Where mechanical ventilation is
employed, there shall be at least 20 air changes per hour in the kitchen.
(g) Sufficient make-up air shall be provided and negative pressure shall be
maintained when the kitchen hood is in operation.
(h) All air ducts (incoming and outgoing) in the kitchen shall be made of non-
combustible materials and of smooth texture, and easy to clean. Inspection
openings shall also be provided in the air ducting.
18
(i) For approval of building plans for premises with food shop(s), a qualified
person shall ensure that the exhaust and ventilation system complies with
the above requirements and all applicable guidelines stipulated under
Section 12.2 and 14.3 of the latest edition of Singapore Standard SS 553 :
2009.
19
4 SUPERMARKET
4.1 Objective
Supermarket is the final point where a large variety of food is sold to consumers.
Supermarkets shall be so designed to ensure that the layout can support an
efficient workflow. The size of the food preparation and storage area shall be
sufficient to meet needs of the supermarket. The floor shall be properly graded
and drained so that the preparation area can be kept dry. If the preparation area
is not air-conditioned, it must be well ventilated. A good layout will help the
supermarket prevent cross contamination and attain a high standard of food
hygiene and cleanliness.
4.2 Design Criteria

The design criteria for a supermarket shall be as follows:
(a) The walls of preparation and servery area shall be lined with glazed tiles
or other suitable impervious materials of not less than 1.5 m, to facilitate
cleaning.
(b) Floor of preparation and servery area shall be paved with non-slip heavy-
duty homogenous quarry/ ceramic tiles and graded towards floor traps.
(c) No manhole, overhead sanitary wastepipe, inspection chamber or grease

trap shall be sited inside the preparation area; or other areas where they
maintenance.
(d) All over-hanging sanitary/ waste/ drain pipes within the premises shall be
boxed-in/ concealed.
(e) Adequate number of commercial sinks with drying benches shall be

provided in the preparation area.
(f) Adequate number of NEA approved wheeled refuse bins shall be

provided to contain the refuse. The wheeled bins must be placed inside
the premise at all times and can only be brought outside the premise
during collection.
(g) Toilets shall be provided in accordance with Section 2 of the COPEH.
(h) All food stores and cabinets provided shall be rendered pest-proof and
rodent-proof.
(i) A cabinet shall be provided for the storage of cleaning tools, brooms,
cleaning materials, etc.
(j) A room or cabinet shall be provided for the storage of workers’ personal
belongings.
20
(k) Cold stores, if provided, shall be designed to take into account the
intended food products, storage time and the optimal temperature
requirements. The walls of the stores shall be effectively insulated to
prevent condensation on the other side of the walls. The loading and
unloading bays shall be so designed to allow the transfer of frozen/ chilled
products from the refrigerated trucks to the cold store with minimal
exposure to ambient temperature and with the least possible handling.
(l) All mist generating systems and fans installed shall be in accordance with
the requirements stated in Appendix 3.
(m) The preparation of cooked/ready to eat food and raw food shall be done
in distinctly separated areas to prevent cross contamination.
(n) All food retail outlets located within premises of the supermarket, shall
comply with Section 3 of the COPEH.
21
5 FOOD CATERING OUTLET
5.1 Objective
A food catering outlet shall be designed to ensure that the layout can support
an efficient workflow. This is to reduce the risk of cross-contamination during
the preparation process. Separate storage areas shall be provided for raw
materials, final products, chilled or frozen products, packing materials and
cleaning equipment, etc. A good layout will enhance hygiene during food
preparation.
5.2 Design Criteria

The following design criteria are applicable to food catering outlets:
(a) The minimum kitchen area shall be 16 sq meters.
(b) The floors shall be graded towards floor traps or internal drains.
(c) The walls of the kitchen shall be lined with glazed tiles or other suitable
impervious materials to facilitate cleaning. All internal wall partitions
separating the work areas shall be erected up to the height of the ceiling
to eliminate cross-contamination of food products.
(d) No manhole, overhead sanitary wastepipe, inspection chamber or grease

trap shall be sited inside the preparation area; or other areas where they
maintenance.
(e) Ventilation and air exhaust systems installed, shall comply with Section
3.3 of the COPEH.
(f) Adequate lighting shall be provided at all working areas.
(g) Washing facilities shall be provided in the preparation area. Hands-free

taps for wash-hand basins/sinks complete with liquid soap dispensers
and hand dryers shall be provided.
(h) Toilets, if provided, shall be located away from the food preparation area.
Toilets and sanitary fittings provided shall preferably be in accordance
with the requirements in Sections 2.4, 2.5 and 2.6 of the COPEH.
(i) Cold stores, if provided, shall be designed to take into account the
intended food products, storage time and the optimal temperature
requirements. The walls of the stores shall be effectively insulated to
prevent condensation on the other side of the walls. The loading and
unloading bays shall be designed to allow transfer of products between
the cold store and the refrigerated vehicle with the least exposure to
ambient temperature and with the least possible handling.
22
(j) All stores and storage cabinets provided shall be pest-proof and rodent-
proof.
(k) A storage cabinet shall be provided for cleaning tools, brooms, cleaning
materials etc.
(l) A storage room or cabinet shall be provided, where necessary, for the
workers’ belongings.
(m) A storage room, where practical, shall be provided for the storage of items
such as tables, skirtings, buffet utensils etc.
(n) All kitchen appliances and equipment such as oven, etc, and piping shall
be kept at least 15 cm above the finished floor level.
(o) The loading bay for the transfer of food from the premises to the vehicle
shall be covered and designed to allow transfer of food with the least
exposure to the ambient temperature and with the least possible
handling.
(p) The entrance to the loading bay shall be equipped with a door, which
shall be kept close except for loading and unloading.
23
6 MARKET
6.1 Objective
A market shall be designed such that the premises can be kept dry and clean at
all times with an effective built-in internal drainage system for each stall. The
market shall be well ventilated and adequately lighted with sufficient protection
against rain splashing and sun penetration.
6.2 Design Criteria

The design criteria for a market shall be as follows:
(a) The floors shall be graded towards floor sumps, such that during
washing, water does not flow into the surrounding apron area.
(b) A common service corridor shall be provided for access into the back of
each stall.
(c) Waste sumps shall be sited at service corridors and away from main
public area. Inspection Chamber shall be sited outside the market proper.
(d) Floor sumps shall be provided at service corridor.
(e) Tap points shall be provided at strategic locations for the washing of the
market.
(f) Market stalls shall preferably be designed with a service counter that
stretches across the width of the stall. The service counter shall be
designed with entrance, if necessary. A low wall shall be provided to
segregate the stalls.
(g) The minimum stall area shall be 8 sq meters.
The floor level of the stall and common passageway shall be designed
such that, during washing, water from the common passageways do not
enter the stalls and vice versa.
(h) Each stall shall be provided with a tap point and a commercial sink,
unless stall space does not permit.
(i) The floor of each stall shall be graded and drained towards either a floor
sump or an open scupper drain covered with a grating. The width of the
scupper drain shall be at least 150 mm and the depth shall be at least 75
mm at the shallowest end.
(j) Common passageways for customers shall have a width of at least 2.5
m. Other connecting passageways shall have a width of at least 1.5 m.
(k) The floor of the common passageway shall be graded and drained away
from the stall, towards the floor sumps.
24
(l) All scupper drains within the stalls, at the service corridors, and the
common passageways shall be provided with floor sumps.
(m) The floor sumps within the stalls and at the service corridors, as well as
floor traps at the common passageways, shall be connected by drain-
lines to waste sumps.
(n) The sanitary piping and details of floor sumps, waste sumps, etc., shall
be in accordance with the requirements stated in Appendix 4.
(o) A loading/ unloading bay shall be provided.
(p) A common storage (for chillers/freezers) and sorting area shall be

considered, if needed.
(q) A common storage area for general cleansing equipment shall preferably
be provided.
(r) Toilets shall be provided in accordance with Section 2 of the COPEH.
25
7 SWIMMING POOL
7.1 Objective
This section addresses specifically the design criteria for public swimming pools
from the consideration of public health. The pool shall be so designed that the
water quality will always remain safe for the public during its operation. Whilst
landscaping to enhance the appearance of the pool is encouraged, it shall not
be done in such a way or to such an extent that it can contaminate the water in
the pool or create a problem for the maintenance of the pool.
A good pool design shall also take into consideration the physical safety of
swimmers and safety guidelines mentioned in Appendix 6, the expected user
load, water depth, relevant guidelines available within the Singapore Standard
556 (herein referred as “SS 556”), and the regulatory requirements outlined in
the Environmental Public Health (Swimming Pools) Regulations, including the
requirements for licensing of swimming pools.
7.2 Design Criteria

The design criteria for swimming pool shall be as follows:
(a) A water-circulation system consisting of pumps, piping, perimeter

overflow system, strainer(s), balancing or surge tank, return inlets, filters
and other necessary equipment shall be provided for complete circulation
of the water through all parts of the pool. The water-circulation pumps
and motors shall be of adequate sizes to turn over the entire pool water
capacity at least once every 6 hours for the main pool and not more than
2 hours for standalone wading pool.
(b) A perimeter overflow system shall be provided for at least 50% of the
perimeter of the pool. Design of a perimeter overflow system should take
into consideration the following:
i. It should allow ease of inspection, cleaning, and repair.
ii. Be designed and provided with sufficient drains and piping which
will not allow backflow of water into the pool, and flooding of the
overflow channel during the normal operation of the pool.
iii. Water that overflows from the pool shall be recirculated for reuse.
iv. A deck level channel design can be adopted for the perimeter
overflow system. Drawings of an example of deck level channel
can be found in Appendix 5.
(c) For balancing tanks and surge tanks of swimming pools, the following
conditions shall apply:
i. They shall not contain, or be located directly below any sanitary or

sewerage pipes, or such other pipes conveying fluids that may
cause contamination to the water in the tanks.
26
ii. There shall be easy and safe access to the tanks to allow for
maintenance and inspection of the tanks.
iii. Any overflow pipes and air vents installed on the balancing tanks
shall be properly screened with non-corrodible, or corrosion-
resistant stainless steel mosquito-proof netting of aperture size not
exceeding 0.65 mm.
iv. For the fresh water supplied to the tanks, the water fittings should
not allow any backflow or siphonage (e.g. either by using double
check valves or any other means).
(d) Similar to balancing tanks and surge tanks, the swimming pools shall also
not contain, or be located directly below any sanitary or sewerage pipes,
or such other pipes conveying fluids that may cause contamination to the
water in the pools.
(e) There shall be at least one standby pump unit and motor to supplement
the duty pump provided in the filtration system.
(f) Flow meters shall be installed on all re-circulation systems and shall be
capable of measuring water flows of 1.5 times the designed flow rate.
(g) The filtration plant shall be the rapid sand, diatomaceous earth or any
other acceptable filtration system. Individual filters shall be designed with
necessary valves and piping to permit isolation of individual filters for
repairs or backwashing while other units are in service.
(h) Sampling taps shall be provided at the inlet and outlet pipes of the filter.
(i) Filter backwash water shall be discharged into the sewer via a backwash
water holding tank.
(j) The swimming pool system shall be equipped with chemical feeders,
pumps or such other systems or devices, to treat the water in the pool in
accordance with the relevant regulatory requirements prescribed in the
Environmental Public Health (Swimming Pools) Regulations.
(k) Pool edges and landscaping shall be of such design and materials so as
facilitate easy cleaning.
The design of planting strips(s) close to the pool edge shall incorporate
measures to ensure no overflow of water or run-off from the planting
strip(s)/ area(s) into the pool water.
(l) Linkways and bridges across the pool are allowed. Care must be taken
in the design to ensure no overflow of water or, runoff from planting strips
on the linkways and bridges into the pool water.
(m) If a submerged facility such as a bar is constructed or placed in the pool

to provide food or drinks, a sink connected to a sewer shall be provided.
27
(n) For premises with one swimming pool, a minimum of two pre-swim
showers shall be provided around the swimming pool. Premises with
multiple swimming pools shall have a minimum of two pre-swim showers
for the largest pool (based on area of swimming pool), and a minimum of
one pre-swim shower around each additional pool.
(o) Design of indoor swimming pools shall address the issue of adequate
ventilation. The minimum ventilation capacity should be in accordance
with the relevant guidelines available within SS 556 on ventilation in
indoor aquatic facilities.
(p) The Qualified Person may refer to Appendix 6 for suggested guidelines
on safety features in pool design and landscaping.
28
8 DORMITORY
8.1 Design Criteria

The following guidelines should be used for stand-alone dormitories:
(a) The occupancy load shall comply with the latest version of SCDF’s Fire
Code on the section on Workers Dormitories
(Available at: http://www.scdf.gov.sg/content/scdf_internet/en/buildi ng -
professionals/publications_and_circulars.html )
(b) The room shall be adequately ventilated and lighted.
(c) Adequate number of toilets and sanitary fittings shall be provided in

accordance with Section 2 of the COPEH.
(d) Where cooking area is to be provided in the dormitories, such provisions
shall be in accordance with the requirements stipulated under Section
3.4 of the latest edition of Singapore Standard SS 547.
29
9 ANTI-MOSQUITO BREEDING
9.1 Objective
During the design of any building or structures, the QP shall take into
consideration and avoid features that may result in water stagnation and
become potential breeding habitat for mosquitoes. Any part of a building where
water stagnation may occur shall be provided with permanent and safe access
for maintenance purpose.
9.2 Roof Gutter

a. With effect from 1 Nov 2005, no roof gutters shall be installed for any new
developments.
b. With effect from 1 Sep 2016, existing roof gutters shall be removed or sealed
up in all building works involving roof structures which are also A&A or
reconstruction works, where such building works are as defined under the
Building Control Act.
c. Qualified Persons (QP) are advised to consider alternative designs/solutions

to ensure effective conveyance and drainage of rain water.
9.3 Air-Conditioning Tray

Trays or receptacles should not be placed beneath or on top of any air-
conditioning unit as they may create conditions favourable for mosquito
breeding. If there is a need for installation of such trays to address other issues,
premises owners should ensure that they install HDB’s patented air-conditioner
trays. Regular checks and maintenance of the tray is still necessary to ensure
there are no chokages at the drainage point that could result in water ponding.
Premises owners are liable to be penalised under the Control of Vectors and
Pesticides Act (CVPA) should NEA find the trays creating conditions favourable
to the breeding and propagation of mosquitoes.
9.4 Floor Trap

Adequate measures, such as installation of anti-mosquito devices at the floor
trap, shall be taken to prevent mosquitoes from breeding in the water seal of the
floor trap.
30
10 PREMISES WITH CATTLE
10.1 Design Criteria

Living quarters or dormitories shall not be sited in stables, cattle-sheds, or any
building used or intended to be used for the keeping of buffaloes, cows, oxen,
sheep, goats and horses, etc.
31
11 STORAGE AND COLLECTION SYSTEM FOR RECYCLABLES

AT STRATA-TITLED PROPERTIES WITH RESIDENTIAL UNITS
11.1 Objective
A recyclables storage and collection system shall be installed for strata-titled
properties with residential units so that residents can conveniently recycle their
waste. The design and layout of the system shall not create a nuisance to
residents and neighbouring premises or cause pollution to the environment. A
recyclables storage and collection system can comprise designated recycling
points for placing recycling receptacles and/or a recyclables chute system. The
recyclables storage and collection system shall be adequately sized to meet the
anticipated recyclables output without compromising the refuse storage and
collection system.
11.2 Recyclables Output

(a) “Recyclables” is defined under the First Schedule of Environmental
Public Health (General Waste Collection) Regulations as follows:-
Recyclables Examples
Paper Newspaper, computer printouts, writing paper, envelopes, car

products park coupons, brochures/pamphlets, magazines, books,
cardboard and paper packaging (such as cereal boxes and drink
cartons) and other paper products but excluding tissue paper and
paper food wrappers
Metal Cans or containers made of metal such as soft drink cans, beer
products cans, milk powder tins and food cans.
Plastic Bottles or containers made of plastic such as detergent

products containers, milk containers, mineral water bottles, soft drink
bottles, juice bottles, plastic bags, plastic packaging and other
plastic products but excluding styrofoam, disposable cutleries and
crockeries.
Glass Jars, wine bottles and beer bottles but excluding light bulbs,
products window glass, porcelain, ceramic and fish tanks.
(b) The daily recyclables output shall be computed to be either an additional

30% by volume of the daily refuse output estimated under section 1.2 or
240L/d of recyclables, whichever is higher.
32
11.3 Designated Recycling Points for Recycling Receptacles

All premises shall be provided a recycling point at each residential block for
depositing recyclables. The recycling system within the premises shall meet the
following requirements:-
(a) Arrangements shall be made for the consolidation and storage of the
recyclables from each residential block’s recycling point to a main
recycling point. The main recycling point shall be accessible to a
recyclables collection vehicle. The main recycling point shall allow the
placement of bulk bin(s) or container(s) to accommodate the collection
and storage of the minimum daily recyclables output specified in section
11.2. The main recycling point shall be separate and independent from,
and also not compromise the refuse storage and collection system.
(b) A setback distance of at least 13m shall be provided to ensure that the
main recycling point is accessible to recyclables collection vehicles. The
main recycling point floor level shall be at the same level as the vehicular
access road. The distance for recyclables collection vehicles to reverse into
the main recycling point shall be minimised.
(c) The capacity of the intermediate recycling receptacles at intermediate

recycling points shall not be deducted from the required capacity (as
calculated under 11.3(a)) of the recycling receptacles that are placed at
the main recycling point.
(d) The collection of recyclables shall not cause any nuisance to estate
occupants and occupants of neighbouring premises.
11.4 Recyclables Chute System

All new formal development applications submitted to URA from 1 April 2018
onwards that are taller than four (4) storeys and for which refuse chutes are
required shall also be provided with separate chutes for recyclables. Applicants
shall provide a copy of URA’s Provisional Permission in their DC application to
NEA.
The recyclables chute system shall meet the following requirements: -
(a) A recyclables chute shall be provided next to every refuse chute in the
premises. The recyclables chute shall comply with the same
requirements for refuse chutes stated in section 1.3. A signage shall be
provided above the recyclables chute hopper to inform users of suitable
recyclables to be disposed into the chute. An example of the signage is
shown in Appendix 1C.
(b) A recyclables chute chamber shall be provided. It shall be connected to

a recyclables chute and house a recycling bin. The recyclables chute and
its chamber shall be suitably located to facilitate easy and nuisance-free
33
removal of recyclables and shall be designed to meet the same

requirements as those for the refuse chute chamber stated in section 1.4.
Its the capacity shall be sufficient for at least one day of recyclables
output from all the premises connected to the recyclables chute.
Recyclables deposited in the recyclables chute chamber shall be
consolidated and stored main recycling point for collection. The main
recycling point shall comply with the same requirements stated in section
11.3(a) and 11.3(b).
(c) A recyclables collection room shall be built at the bottom of a centralised

recyclables chute to house a large container. Recyclables collected in
the container are transferred to the recyclables collection vehicle. The
recyclables collection room shall comply with the same requirements as
those for refuses room stated in section 1.5 and a minimum capacity to
accommodate two (2) days of recyclables output.
(d) A pneumatic recyclables chute conveyance system shall comply with the
same requirements that apply to pneumatic waste conveyance systems
stated in section 1.7. The capacity of the pneumatic recyclables chute
conveyance system shall be sufficient for a minimum of two (2) days of
recyclables output.
(e) The complete recyclables chute system shall be designed to minimise

pilferage and/or damage of recyclables.
34
APPENDIX 1:
APPENDIX 1A: TYPICAL LAYOUT OF BIN CENTRE
NOTES:
- NO ENCLOSED ROOM WITHIN BIN CENTRE
- ONLY CRITICAL DIMENSIONS ARE INDICATED ON PLAN IN MM UNLESS
OTHERWISE STATED
- FOR PWCS, THE BIN CENTRE ROOM SPACE IS FOR THE STORAGE SYSTEM
ONLY: ALL OTHER ANCILLARY EQUIPMENT SHALL BE STORED IN A ROOM
ADAJCENT TO THE BIN CENTRE
35
APPENDIX 1B: TYPICAL FULLY VOLUME-CONTROLLED REFUSE HOPPER
36
APPENDIX 1C: TYPICAL SIGNAGE FOR RECYCLABLES CHUTE HOPPER
min. 400mm
min. 300mm
The signage can be downloaded from NEA website below:
https://www-nea-gov-sg-admin.cwp.sg/docs/default-source/our-services/waste-
management/recycling-bin-label.pdf
37
APPENDIX 2: PROVISION OF SANITARY FACILITIES

Sanitary facilities shall be provided in accordance with the requirements listed below.
The floor area for Category (1) to (3) refers to the gross floor area.
Number of Sanitary Facilities
Categories of Places Female Male
WC WHB WC UR WHB
(1) SHOPPING MALL (EACH FLOOR)
Not more than 350 sq m 1* 1* - - -
351 sq m to 700 sq m 3 2 1 1 1
701 sq m to 1,000 sq m 5 3 1 2 1
1,001 sq m to 1,500 sq m 7 4 1 3 2
1,501 sq m to 3,000 sq m 8 4 2 3 3
3,001 sq m to 5,000 sq m 12 6 3 4 4
Every additional 2,000 sq m or less in 3 2 1 1 1
excess of 5,000 sq m
Toilet facilities shall be provided on every
floor of shopping malls. The number of
sanitary facilities provided shall be based
on the gross floor area of each floor.
(2) SUPERMARKET/ WET MARKET

351 sq m to 700 sq m 2 1 1 1 1
701 sq m to 1,000 sq m 3 2 1 2 1
1,001 sq m to 1,500 sq m 4 3 1 3 2
1,501 sq m to 3,000 sq m 5 3 2 3 3
3,001 sq m to 5,000 sq m 7 4 3 4 4
(3) EATING ESTABLISHMENT/ FOOD

CENTRE/ BAR/ NIGHTCLUB
251 sq m to 500 sq m 2 1 1 1 1
501 sq m to 750 sq m 3 2 1 2 2
751 sq m to 1,000 sq m 5 2 2 3 2
1,001 sq m to 1,500 sq m 6 3 2 4 3
1,501 sq m to 2,000 sq m 8 4 3 5 4
2,001 sq m to 3,000 sq m 9 5 3 6 4
3,001 sq m to 4,500 sq m 11 6 4 7 5
38

Female Male
Categories of Places
WC WHB WC UR WHB
(4) CONFERENCE HALL/ CINEMA/
THEATRE (seating capacity)
CONVENTION HALL/ EXHIBITION
HALL (capacity)
Not more than 150 persons 5 3 1 2 1

151 to 300 persons 8 4 2 3 2
301 to 450 persons 10 5 3 4 3
451 to 600 persons 13 7 3 5 4
601 to 900 persons 17 9 3 7 5
Every additional 100 persons or less in 1 1 - - -

excess of 900 persons
Every additional 150 persons or less in - - 1 1 1

excess of 900 persons
(5) PARK 2 2 2 2 2
Note: 2 nos of shower rooms each
shall be provided for the female and
male public toilet block when the Park
is abutting a beach.
(6) BUS TERMINAL/ INTERCHANGE

Not more than 20 bus bays 5 3 1 2 1
21 to 50 10 5 2 4 2
51 to 100 15 8 3 6 3
More than 100 18 9 4 7 4
(7) PETROL STATIONS 1 1 1 1 1
39

Female Male
Categories of Places
WC WHB WC UR WHB
(8) MRT STATIONS
TOILET (CONCOURSE)
(a) Stations without Retail Shops, or

with retail space not more than 1,000 7 4 2 2 2
sq m
(b) Station with Retail Shops,
Retail space of
1,001 to 1,500 sq m 12 6 3 4 4
Exceeding 1,500 sq m 17 9 4 6 5
(9) STADIUM
Capacity
Not more than 2,000 persons 10 6 3 7 6
2,001 to 5,000 persons 15 8 5 10 8
5,001 to 10,000 persons 26 14 8 18 14
10,001 to 20,000 persons 40 20 12 28 20
20,001 to 50,000 persons 60 32 18 42 32
50,001 to 100,000 persons 100 46 30 70 46
Sanitary facilities within the stadium
shall be uniformly distributed.
40

Categories of Places Female Male
WC WHB BR BH WC WHB UR BR BH
(10) PUBLIC SWIMMING POOL
Up to 250 sq m 2 1 2 2 1 1 1 2 2
251 sq m to 500 sq m 4 2 3 3 2 2 2 3 3
501 sq m to 1,000 sq m 6 3 4 3 3 3 3 4 3
1,001 sq m to 1,500 sq m 7 4 5 4 3 4 4 5 4
Exceeding 1,500 sq m 9 5 8 6 4 5 5 8 6
(11) CONSTRUCTION SITE/

DORMITORY
(a) Construction site with living
quarters/ dormitories
Every 15 male workers or less - - - - 1 1 1 1 -
Every 15 female workers or 2 1 1 - - - - - -
less
(b) Construction site without
living quarters,
Every 25 male workers or less, - - - - 1 1 1 1 -
up to 500 male workers
Every 25 female workers or 2 1 1 - - - - - -
less, up to 500 female workers
Notation:
*: To be used by both male and female
WC: Water Closet
WHB: Wash Hand Basin
UR: Urinal
BH: Bench with Hanger
BR: Bathroom with bench
41
APPENDIX 3: MIST GENERATING SYSTEM AND FAN

Legionella bacteria can be found naturally in water sources in the environment. They
may colonise poorly designed or maintained water systems such as mist generating
systems and misting fan (or devices). When people, especially those with weak
immunity, are exposed to the mist or water aerosols containing legionella bacteria, they
may acquire legionnaires’ disease or Pontiac fever, which are collectively known as
legionellosis. To reduce the risk to public health due to inhalation of legionella bacteria,
it is important to minimise the conditions favouring bacteria proliferation in such water
systems and thereby reduce the human exposure to contaminated mist or water
aerosols.
The owner(s) and operator(s) or the mist generating systems or misting fans
shall ensure that:
(a) The system shall be made from corrosion resistant materials that can
withstand the pressure of the water aerosolized.
(b) The design of the system shall be such that the water is drained off during
the standby conditions to avoid proliferation of bacteria in stagnant water.
(c) Misting fans shall be installed at such height or in a manner that the
intense stream of mist (as it leaves the nozzle) is not blown directly at a
person’s face.
(d) The water used to produce the mist shall be of drinking water quality.
(e) The system shall be equipped with a UV lamp or such other antimicrobial
device after the filter, to disinfect the water and minimise the proliferation
of microbiological growth.
(f) All chokages (at nozzles or spray heads) shall be cleared promptly. The
entire system (including interior piping, nozzles, pump, antimicrobial
device, etc.) shall be cleaned and disinfected by a competent person, at
least once every three months (or more frequently if recommended by
the manufacturer) and kept in a good working condition.
(g) When a system is switched on, care shall be taken to avoid exposure of
initial mist stream to any person. For systems that have been shut down
for five days or more, cleaning and disinfection of the entire system shall
be carried out before switching the system on.
(h) Records of any remedial or maintenance work, inspection or test carried

out shall be kept and made available for inspection.
42
APPENDIX 4: PLUMBING DETAILS FOR MARKET
An example of the layout of the drain lines for the stalls, the common service corridor,
and the common passageway is shown in Drawing 1.
(a) The floor sumps from an upper storey shall be connected to a vertical
discharge stack of cast iron or UPVC of at least 250 mm in diameter. The
discharge stack shall be connected to a waste sump.
(b) Provision of floor sump to be in accordance with Drawing No. 3-13 of Code of
Practice on Sewerage & Sanitary Works
(c) Provision of waste sump to be in accordance with Drawing No. 3-10 and
Section 3.1.3.11(b) of Code of Practice on Sewerage & Sanitary Works
(d) The inspection chamber shall measure 900 mm x 700 mm in dimensions

[Please made reference to Drawing No. 3-7 Of Code of Practice on Sewerage
and Sanitary Works]
(e) The last inspection chamber before the sewer manhole shall be provided with
an overflow pipe of at least 225 mm in diameter. The overflow pipe shall have
a flap valve.
(f) The main drain-lines shall be at least 200 mm in diameter with a minimum
gradient of 1:150 but not exceeding 1:40. The main drain-line connected to the
last inspection chamber shall have a gully trap.
(g) The branch drain-lines connecting the floor sumps within the stalls and at the
service corridors to the waste sumps shall be at least 225 mm in diameter. The
other branch drain-lines shall be at least 150 mm in diameter. All branch drain-
lines shall have a minimum gradient of 1:90 but not exceeding 1:30.
(h) Layout of drainlines to be in accordance with Drawing No. 3-12a of Code of

Practice on Sewerage & Sanitary Works.
43
DRAWING 1 - LAYOUT OF DRAINLINES FOR MARKET
44
APPENDIX 5: DETAILS OF DECK LEVEL CHANNEL
45
APPENDIX 6: SUGGESTED GUIDELINES ON SAFETY

FEATURES IN POOL DESIGN AND LANDSCAPING
The suggested guidelines below are recommendations for QP’s consideration
when designing pool facilities and surrounding landscaping. They do not form part of
the design criteria stipulated for Building Plan submission.
(a) The pool bottom of the shallow area and steps of the swimming pool shall
be of non-slip finish. Grip tiles used along the edges of the pools shall
also be non-slippery and non-abrasive to avoid injuries to users.
(b) Where the pool bottom transits to a steeper slope, the transition shall be
marked on the bottom and walls of the pool by a stripe of dark contrasting
colour at least 15 cm wide.
(c) At any part of the swimming pool with water depth less than 1.5 m, the
slope of the floor shall be uniform and not steeper than 1:12.
(d) The pool shall have at least two means of exit located so as to serve both
ends of the pool. The distance from any point in the pool to an exit shall
not be more than 15 m.
(e) The depth of water in metres shall be marked plainly in numerals of at

least 100 mm in height embedded into the edge of the pool wall and the
corresponding pool deck. Depth markings shall be provided at the
shallow and deep ends of the pool and the transition point.
(f) The pool should have no sharp or raised edges or projections that could
cause injury, especially below the water level.
(g) Perimeter overflow system, drains, openings, sumps, or inlets and outlets
of the pool water circulation system should have suitable protective
covers or grilles. They should be designed to prevent arms and feet
getting trapped. All suction outlet covers must be designed to prevent
entrapment and undue suction to prevent injuries.
(h) The depth of water in the wading pool shall not exceed 500 mm.
(i) At least 5 m of unobstructed headroom above the diving board shall be

provided.
(j) The diving board shall not be placed more than 1 m above the surface of
the water for a depth of 2.5 m of water in the swimming pool.
(k) A horizontal separation of 3 m shall be provided between adjacent diving

boards and between any diving board and the sidewall.
46
APPENDIX 7: GLOSSARY OF TERMS

The definitions of the following terms apply in this document:
1. Sensor-operated flush valves
A valve with an electronic control device that is automatically actuated to supply

a predetermined quantity of water (not more than 4.5 and 1.5 litres of water per flush
for WC and urinal respectively) to a WC or urinal for the purpose of flushing after each
use.
2. Manual override
A built-in feature in the urinal sensor-operated flush valve to allow the user to
manually actuate an immediate flushing of the urinal by pressing a button. The sensor
and the manual override will not function in the event of a power supply failure.
When the override button is used, the manual override feature overrides the
sensor operation and discharges only a preset volume of water (not more than 1.5 litres
of water per flush) even if the button continues to be held actuated. No second flush
shall be activated when the user leaves the urinal.
3. Manual override cum by-pass
A built-in feature in the WC sensor-operated flush valve to allow the user to

manually actuate an immediate flushing of the WC by pressing a button. The sensor
and the manual override will not function in the event of a power supply failure. The
manual by-pass feature will enable the flush valve to continue to function manually in
the event of a power supply failure.
When the override cum by-pass button is used, the manual override and by-
pass features override the sensor operation and discharge only a preset volume of
water (not more than 4.5 litres of water per flush) even if the button continues to be
held actuated. No second flush shall be activated when the user leaves the WC.
4. Waterless Urinals
A urinal made of urine repellent vitreous china or acrylic and requiring no flush
valves (i.e. water free). The fixture’s drain outlet includes an immiscible liquid sealant
that floats on top of the urine layer. This combination seal blocks out sewer gases, and
blocks out urine odors. Also includes waterless urinals of mechanical cartridge
(membrane or sealant) and microbial types.
47
Address of Environmental Public Health Division

Environment Building
40 Scotts Road
Singapore 228231
48

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CODE OF PRACTICE

ENVIRONMENTAL PUBLIC HEALTH DIVISION

No Part Of This Book May Be Reproduced In Any Form Without The

BUILDING PLANS REQUIREMENTS

Director General of Public Health

1 REFUSE STORAGE AND COLLECTION SYSTEM

1.2 Refuse Output

Category of Premises Refuse Output (litres/day)

(b) Where a proposed development has a combination of different types of

1.3 Refuse Chute

(c) If the roof is to be used as a roof terrace/garden, particular attention shall

the maintenance requirements so as not to cause any smell nuisance.

1.4 Refuse Chute Chamber

(a) The chamber shall be designed to house an SS EN-840 standard

1.5 Refuse Room

1.6 Refuse Bin Point and Refuse Bin Centre

The bin centre shall meet the following requirements:

(a) The bin centre shall be sited so as not to cause a nuisance to

(d) The bin centre’s floor shall be graded towards a gully/floor-trap

i. The required roller shutter opening of the bin centre shall be 4m

ii. A 5m clear height shall also be provided in front of the entrance

iii. A setback distance of at least 13 m shall be provided to ensure

vii. When there are more than 1 RORO compactor/container in the

viii. The orientation of RORO compactor/container’s tail gate shall face

1.7 Pneumatic Waste Conveyance System (PWCS)

Where a PWCS (i.e. stationary vacuum system or vacuum truck system) is

(b) The opening of the chute hopper is to be fully volume-controlled to restrict

hopper shall be adequately sized to accommodate bagged waste of size

(c) Sensors and monitoring equipment shall be provided to monitor the

v. In addition to the filters, an Odour Treatment System shall be provided

(k) A communications system shall be incorporated into the system to

(m) The electrical and electronic components (including the Programmable

1.8 Mandatory Waste Reporting Scheme

1.9 Location of Grease Trap

1.10 On-Site Food Waste Treatment System

Types of premises Thresholds (Gross Floor Area)

Premises which are solely used for

At least 1 large food manufacturer (i.e.

i. Minimum space required for the on-site system, including space

ii. The space shall have a minimum height clearance of 3.5m.

i. The floor shall be graded towards a gully connected to the sewer.

v. The entrance and ventilation openings/exhaust discharge shall

2.2 Definition of Public Toilet

shopping mall or centre, including the floor in commercial buildings with

2.3 General Design Criteria

(b) Floors shall be constructed of waterproof non-slip surfaces like ceramic

2.4 Sanitary and Water Fittings Required in Public Toilet

A glossary of the terms used in this section is given in Appendix 8.

2.4.1 Number of sanitary fittings

2.4.2 Water closets

(b) The cubicle, where a squatting WC pan is provided, should be kerbed

(b) Where a waterless urinal is installed, it shall be maintained in accordance

2.4.4 Wash hand basins and taps

Public toilet shall be located at common area should be included.]

(d) Wash hand basins provided in accessible individual washrooms as

2.5 Amenities To Be Provided

(b) Hand-dryer blower or paper towel dispenser

One electronic hand-dryer or paper towel dispenser shall be provided for