Syabas Guidelines On Planning and Design For Water Supply System

8/9/2019 Syabas Guideline
DRAFT FINAL
SYABAS GUIDELINES ON PLANNING AND DESIGN FOR WATER SUPPLY SYSTEM
SYABAS GUIDELINES ON PLANNING AND DESIGN FOR b. Pipe Laying Requirements

c. Valves and Utilities
WATER SUPPLY SYSTEM
3.4.2 Reservoirs and Tanks
a. Storage Capacity
b. Hydraulic Requirements
Table of Contents c. Boundary Setback
d. Materials and Measures
e. Pipeworks Inside Reservoirs and Tanks
FOREWORD
f. Control Valves
g. Pipe Strainers
ABBREVIATIONS h. Miscellaneous
3.4.3 Pumping Stations
1.0 GENERAL a. General
1.1 Scope b. Pump Plinths
1.2 Definitions 3.4.4 Geotechnical Considerations

a. Reservoir, Tank and Pumping Station Buffer Zones for Slopes
1.3 Standards and Specifications
b. Slope Stability Analysis
1.4 Interpretation of Guidelines c. Drainage Provisions
d. Slope Surface Protection
e. Reservoir, Tank and Pumping Station Foundation
2.0 PLANNING FOR WATER SUPPLY 3.6 Materials
2.1 General 3.7 Checklist
2.2 Development Proposals
2.2.1 General
2.2.2 Reservoirs and Tanks 4.0 INTERNAL PLUMBING SYSTEM
2.2.3 Site Dimensions for Reservoirs and Tanks 4.1 Plans
4.2 Technical Requirements
4.2.1 General
3.0 EXTERNAL WATER SUPPLY SYSTEM
4.2.2 Pipes and Valves
3.1 Application for Source of Water Supply 4.2.3 Water Tanks within Consumer Premises
3.2 Concept Design Submissions a. Capacity
3.3 Detailed Design Submissions b. Pipeworks and Materials
c. Safety and Security
3.3.1 Civil Works
4.2.4 Pumping Systems
3.3.2 Mechanical and Electrical Works
4.2.5 Hot Water Systems
3.3.3 Geotechnical Works
4.2.6 Swimming Pools
3.4 Design Guidelines
3.4.1 Water Pipes 4.3 Water Conservation
a. Hydraulic Requirements
4.3.1 General
SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

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4.3.2 Water Conservation Measures 7.0 MECHANICAL SYSTEM

4.4 Checklist 7.1 General
7.2 Detailed Design Submissions
7.2.1 First Stage (Design Stage before Tender Award)
5.0 METERING 7.2.2 Second Stage (After Tender Award during Approval Stage of Equipment)
5.1 General 7.3 Planned Water Quantity and Number of Pump Units
5.2 Locations of Meters 7.4 Pumpsets
5.3 Sizes of Meters 7.4.1 Duties and Selection
5.4 Automatic Meter Reading System (AMR) 7.4.2 Horizontal Split Casing Pumps
5.5 Meter stands 7.4.3 End Suction Pumps

7.4.4 Pump Casing, Rotating Element, Driving Coupling, Gland Sealing and Other Pump
5.5.1 General
5.5.2 Markings for Meter stands Accessories
7.5 Pressure Gauges
7.6 Suction and Delivery Pipes
6.0 ELECTRICAL SYSTEM 7.7 Pipeworks
6.1 Standards, Code of Practice, Rules and Regulations 7.8 Valves
6.2 Detailed Design Submissions 7.8.1 Sluice Valves
7.8.2 Butterfly Valves
6.3 Power Supply Requirements
7.8.3 Non-slam Type Check Valves and Surge Calculation
6.4 HT Installations 7.8.4 Altitude Valves
6.5 LV Installations
7.9 Surge Suppression Systems
6.6 Essential Power Supply
7.10 Mechanical Handling Equipment
6.7 Motor Starter Panels
7.11 Mechanical Spare Parts
6.8 Electric Motors
7.12 Variable Speed Drive (VSD) Pumping System
6.9 Internal Lighting and Power
7.13 Checklist
6.10 External Lighting Installations
6.11 Lighting and Surge Protection Systems

6.12 Earthing Systems
8.0 SCADA/ TELEMETRY SYSTEM
6.13 Electrical Spare Parts
8.1 General
6.14 Electrical As-Built Fitted Drawings
8.2 Hardware Requirements
6.15 Testing and Commissioning
8.2.1 General
6.16 Variable Speed Drive (VSD) Pumping System 8.2.2 Outstations
6.17 Checklist 8.2.3 Remote Terminal Units
8.2.4 GPRS/ GSM Modem

8.2.5 Video Cameras

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8.3 Communication Systems FOREWORD

8.4 Operation Requirements on SCADA System
8.4.1 Introduction
8.4.2 Suction Reservoirs and Suction Tanks Syarikat Bekalan Air Selangor Sdn. Bhd. (SYABAS) is responsible for the water supply services in the
8.4.3 Pumping stations State of Selangor and the Federal Territories of Kuala Lumpur and Putrajaya. Qualified consulting
8.4.4 Reservoirs and Tanks engineers, planners and architects or other agents of the Developers are required to submit their design
8.4.5 Telemetry Systems for Gravity Fed Reservoirs and Tanks proposals for water supply works to SYABAS in order to ensure that the water supply systems meet the
8.5 Spare Parts planning, design, operation and maintenance requirements of SYABAS.
8.6 Checklist
This document is a statement of general policies and design standards expected of new water supply
works for external water supply system as well as internal plumbing system in the State of Selangor and
9.0 CAPITAL COST CONTRIBUTION (SKP) the Federal Territories of Kuala Lumpur and Putrajaya.
9.1 Definitions
The document has been adapted and revised from the document “GARIS PANDUAN PENGEMUKAAN –
9.2 Charge Rates Sistem Bekalan Air Di Negeri Selangor, Wilayah Persekutuan Kuala Lumpur dan Putrajaya ”, which was
9.3 Exemption from Capital Cost Contribution previously published by Perbadanan Urus Air Selangor Berhad (PUAS).
9.4 Effective Date
The standards and parameters set out in this document may be subject to revision. Nothing herein shall
be construed as relieving the responsibilities of any person or entity responsible for the design, execution
10.0 SERVICE CHARGES and completion of the works. The consulting engineers, planners and architects shall be expected to
10.1 Charges for Connection to Public Mains exercise professional judgement and sound engineering practices in developing the design proposals.
10.2 Charges for Disconnection and Reconnection
10.3 Charges for Meter Tests
10.4 Charges for Swimming Bath Tests
10.5 Charges for Licenses to Carry Out Work
10.6 Charges for Pressure Test on Mains
10.7 Agency Fees

10.8 Charges for New Installation without Tapping or Tee-Connection
10.9 Supervision Charges for Connection
APPENDICES
A Standard Forms
B Standard Drawings
C Design Checklists

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RBE - Report-by-exception mg/l - Milligram per litre

RC - Reinforced Concrete Ml - Million Litres
RCD - Residual Current Device Mld, Ml/d - Million Litres per day
RL - Reduced level mm - Millimetre
RTU - Remote Terminal Unit mm2 - Square Millimetre
SCADA - Supervisory Control and Data Acquisition Mohm - Mega Ohm
Sdn. Bhd. - Sendirian Berhad No. - Number
SKP - Sumbangan Kos Pembangunan (Capital Cost Contribution rpm - Revolution per minute
SMS - Short Message Service V - Volt
SPT - Standard Penetration Test Var - Volt-ampere reactive
SWA - Steel Wire Armoured W - Watt
SWG - Standard Wire Gauge Yr - Year
TEFC - Totally Enclosed, Fan Cooled
TWL - Top Water Level
uPVC - Unplasticised Polyvinyl Chloride
v:h - Vertical Height : Horizontal Length
VSD - Variable Speed Drive
WC - Water Closet
WTP - Water Treatment Plant
XLPE - Crosslinked Polyethylene
UNITS
% - Percent
A - Ampere
d - Day
deg. C - degree Celsius
deg. F - degree Fahrenheit
ft2 - Square Foot
ha - Hectare
hr - Hour
kA - Kilo Ampere
kg - Kilogram
km - Kilometre
kW - Kilowatt
l/d - Litre per day
l/s - Litre per second
lcd - Litre per capita per day
m - Metre
m/s - Metre per second
m3 - Cubic Metre
m3/hr - Cubic Metre per hour
m3/month - Cubic Metre per month

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1.3 STANDARDS AND SPECIFICATIONS
All materials and water fittings used in the construction of any of the works described in
these guidelines shall comply with the requirements specified in the latest edition of any
applicable approved standard and the specification issued by SYABAS.
In case there is any discrepancy between the approved standard and specification of
SYABAS the latter should take precedence.
1.4 INTERPRETATION OF GUIDELINES
Every design proposal shall meet the underlying objectives of these guidelines of:-
•
Reliability
•
Ease of Maintenance
•
Quality of Work
•
Energy Efficient
In this guidelines, the term “shall” is used in reference to standardized design parameters
or requirements where departures from which are not normally permitted.
The term “should” is used in reference to suggested design parameters or requirements

and the consulting engineer is expected to exercise sound professional judgment in
deciding whether to depart from the suggested parameters. The consulting engineer would
be expected to justify such departures in terms of cost and improved engineering
performance.

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Table 2.1 : Minimum site dimensions for suction reservoir/ tank and pumping station Table 2.2 : Minimum site dimensions for service reservoir/ tank
Site Dimensions (Minimum)

Water Demand (l/d) Site Dimensions (Minimum) Reservoir/ Tank
Capacity
Ground Reservoir/ Tank Elevated Reservoir/ Tank
≤ 45,000 20 m x 25 m
≤ 45,000 20 m x 20 m
45,001 – 227,000 20 m x 25 m
45,001 – 227,000 20 m x 20 m
227,001 – 454,000 25 m x 30 m
227,001 – 454,000 25 m x 25 m
454,001 – 680,000 25 m x 30 m
454,001 – 680,000 30 m x 30 m
680,001 – 900,000 30 m x 35 m
680,001 – 900,000 30 m x 30 m
900,001 – 1,135,000 35 m x 40 m
900,001 – 1,135,000 35 m x 35 m
1,135,001 – 2,270,000 30 m x 45 m
1,135,001 – 2,270,000 40 m x 40 m
2,270,001 – 3,405,000 45 m x 55 m
2,270,001 – 3,405,000 45 m x 45 m
3,405,001 – 6,810,000 60 m x 65 m
3,405,001 – 6,810,000 60 m x 60 m 50 m x 95 m
6,810,001 – 13,620,000 75 m x 80 m
6,810,001 – 13,620,000 75 m x 75 m 55 m x 125 m
To be approved by SYABAS but
> 13,620,000
subject to a minimum of 90 m x 95 m To be approved by To be approved by
> 13,620,000 SYABAS but subject to a SYABAS but subject to a
minimum of 90 m x 90 m minimum of 80 m x 130 m
Note: Dimensions in the above table are excluding the areas of office, storeroom,
toilet and quarter. Please refer Clause 3.4.3.a for details. Note: Dimensions in the above table are excluding the areas of office, storeroom, toilet
and quarter. Please refer Clause 3.4.3.a for details.

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Table 2.3 : Minimum site dimensions for the combination of suction reservoir/ tank,
pumping station and service reservoir/ tank
Water Demand (l/d) Site Dimensions (Minimum)
≤ 45,000 25 m x 50 m
45,001 – 227,000 25 m x 60 m
227,001 – 454,000 30 m x 65 m
454,001 – 680,000 35 m x 70 m
680,001 – 900,000 35 m x 70 m
900,001 – 1,135,000 35 m x 75 m
1,135,001 – 2,270,000 40 m x 90 m
2,270,001 – 3,405,000 45 m x 100 m
3,405,001 – 6,810,000 50 m x 115 m
6,810,001 – 13,620,000 55 m x 145 m
To be approved by SYABAS but

> 13,620,000
subject to a minimum of 55 m x 260 m
Note: Dimensions in the above table are excluding the areas of office, storeroom,
toilet and quarter. Please refer Clause 3.4.3.a for details.

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Note:- Table 3.3 : Materials for incoming main/ main pipe (without tapping)
1. The consulting engineer shall estimate and justify the water demand consumption, Conditions Incoming Main Pipe Materials
otherwise 75,000 l/d for every hectare of land shall apply.
2. If the premises category/ usage is not stated in Table 3.1 , further information shall be (note 1)
obtained from SYABAS. Non-corrosive soil - Mild Steel f(or diameter ≥ 700 mm )
- Ductile Iron(note 3)
- HDPE
- ABS
Corrosive soil/ coastal area - GRP
(note 3)
- Ductile Iron with thicker zinc coating
(note 1 & 2)
- Mild Steel (for diameter ≥ 700 mm)
Table 3.2 : Hazen-William Coefficient C for various pipe materials

- Pumping main - Mild Steel f(or diameter ≥ 700 mm ) (note 1)
Type of Pipe Hazen-William Coefficient C - Gravity main in undulating area, (note 4)
- Ductile Iron
sloping/ hilly area
Ductile Iron (cement lined) 100
Steel (cement lined) 100
- Mild Steel (for diameter ≥ 700 mm ) (note 1)
HDPE/ ABS/ GRP 120
Under roadways - Ductile Iron (note 3)
- HDPE/ ABS/ GRP with RC pipe sleeve
Note :
1. Mild steel pipes with diameter of below 700 mm complete with full internal lining
protection acceptable to SYABAS and with CCTV confirmation may be
considered. Alternatively, flange jointed mild steel pipes are acceptable.
2. Mild steel pipes shall not be used for corrosive soil, however it can be
considered if protected with anodic/ cathodic protection.

3. Ductile iron pipes shall be push-in jointed complete with PE wrapping.
4. Ductile iron pipes shall be flange jointed or restraint tie bar jointed complete with
PE wrapping.
5. All plastic pipes shall be of PN 12 and above.
6. All pipeworks shall be as per SYABAS Specifications.

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Table 3.4 : Materials for reticulation pipes Table 3.5 : Sampling box
Conditions Reticulation Pipe Materials No. of Connections No. of Sampling Box
Below 200 Not required
-- HDPE
ABS 201 – 1,000 1
Corrosive soil, coastal area, - GRP Additional 1 no. of sampling
ex-mining land, etc
- Ductile Ironwith thicker zinc coating 1,001 and above box for every 1,000
- Mild Steel(for diameter ≥ 700 mm) (note 1 & 2)
connections
Fully industrial area, commercial,

- Ductile Iron
flats, condominium and shop houses
- HDPE
Residential area and mixed - ABS
developement - GRP Table 3.6 : DMZ chamber requirements for each hydraulic zone
- Ductile Iron
No. of Connections No. of DMZ Chamber
Below 500 Not required

- Mild Steel f(or diameter ≥ 700 mm ) (note 1)
Under roadways - Ductile Iron 501 – 2,000 1
- HDPE/ ABS/ GRP with RC pipe sleeve
Additional 1 no. of DMZ
2,001 and above chamber for every 2,000
connections
Note :
1. Mild steel pipes with diameter of below 700 mm complete with full internal lining
protection acceptable to SYABAS and with CCTV confirmation may be
considered. Alternatively, flange jointed mild steel pipes are acceptable.
2. Mild steel pipes shall not be used for corrosive soil, however it can be
considered if protected with anodic/ cathodic protection.

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Table 3.7 : Storage capacity requirements for reservoirs/ tanks Table 3.8 : Storm drainage system design requirements
Storage Requirement (day of total

Drain Type Design Flow
average daily water demand)
Conditions
Reservoir Tank (within
General site drainage 5 years ARI + check 100 years ARI
(external) consumer premises)
RESIDENTIAL, SHOPHOUSES, OFFICES, GOVERNMENT BUILDINGS AND EDUCTIONAL 5 years ARI + check 100 years ARI
BUILDINGS
Overflow discharge drain to or
Demand < 1 Mld Not Required 2 approved discharge point 5 years ARI + Overflow
whichever is the greater
Low rise (5 storey and below) development with
1 1
demand ≥ 1 Mld
High rise (6 storeys and above) development with
Not Required 2
demand ≥ 1 Mld
Mixed development (low rise and high rise) with
demand ≥ 1 Mld:-
a) High rise Not Required 2
Table 3.9 : Premix road pavement structures
b) Low rise with demand ≥ 1 Mld 1 1
c) Low rise with demand < 1 Mld Not Required 2 Thickness (mm)
Pavement Structure
All developments within Putrajaya Already Provided 2 Trafficable Area Non-trafficable Area
Road Base (crusher run) 250 150

All developments within Cyberjaya 1 2
Binder Course 60 60
INDUSTRIAL AREA/ FACTORY, HOSPITAL, HOTELS, RESORTS AND COMMERCIAL Wearing Course 40 40
COMPLEXES
a) Demand ≥ 1Mld 1 2
b) Demand < 1 Mld Not Required 3
MIXED DEVELOPMENT OF RESIDENTIAL,

Combination of the above principles
INDUSTRIAL AND COMMERCIAL

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Table 3.10 : Rock Slope Stabilization Measures
STABILIZATION MEASURES
POTENTIAL
FAILURE TYPE
Excavation Structural Support Drainage Rockfall Control
g
in " e
c n c
fa tii
o
far
y s
) a
t tis k
ry n u
s d h
w ll c
n e a a lo
o d ) ig b
n s " d s /
/h /w
o a l e s e e
Name (with sketch) ti ra ll h v le le re h
c c s
e a g (m tu
a tic a o o tu it n o
p v in c w d (p h h c d fe lo
lo a c le u in in u f
c d d p p
S x fa b
a tr s er r
e
g e ra ar tr a a
o
n e s s l d d d s tr tr g g
e h l tie e l e o
p e o a e tr e in iln
tt c
n
a n m
r
a ttr h
c a w tl h
c in er o
g v k
c
k
c tt
c c n a
la e o u e o u n tr o o n ra c h o o o o e c
F B L G P L B A S D B A D S S L M R R N S
n
Plane Failure ito
ar
√ √ √ √ √ √ √ √ √ √ √ √ u
ifg
n
o
c
Wedge Failure s
e
p
√ √ √ √ √ √ √ √ √ √ lo
s
–
k
n
Toppling Failure ta
r
te
√ √ √ √ √ √ √ a
w
i/r
o
Rock or Debris Fall & rv
e
General Degradation s
er
√ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ l
a
ic
p
y
T
* Table 3.10 is extracted from “Geotechnical Manual for Slopes”, Geotechnical Engineering Office, Civil Engineering :
1.
Department, The Government of the Hong Kong Special Administrative Region, 2000. 3
er
u
ig
F

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8/9/2019 vii. Factories Syabas Guideline Table 4.1: Internal Pipe Materials
Adopt the following measures in factories where possible and applicable:-

Type of Pipe D < 100 mm dia. D = 100 mm dia.– 150 mm dia.
•
Setting up of water recovery system for boilers to recover condensate
water as make-up water. Stainless Steel/ HDPE (for
Setting up water recycling system to reclaim water for reuse in the Communication (Note 5)
/
Flanged Mild Steel / Ductile
selected suppliers only)
•
Pipe Iron
production process and other non-potable purposes. Polysteel
•
Use of non-water cooled systems such as for cooling purposes.
Stainless Steel/ ABS/ PP-R/

Flanged Mild Steel / ABS/
Service Pipe Copper/ Polybutelene/ Polysteel/
b. Rainwater Harvesting System Ductile Iron/HDPE
POB/ GRP
Implement rainwater harvesting system which involves the collection, storage and
distribution of rainwater from the roof of a premises. Pumped Riser Flanged Mild Steel/ Ductile
Stainless Steel/ Copper/ Polysteel (Note 2)
Pipe Iron
4.4 CHECKLIST
Distribution Stainless Steel/ ABS/ PP-R/ Flanged Mild Steel/ ABS/

The checklist shall be completed and endorsed by consulting engineer and shall be Pipe Copper / Polysteel/ POB/ GRP Ductile Iron/HDPE
attached together with the submission document. The design checklist of Internal
Plumbing System is shown in APPENDIX C .

Note:-
1. Polysteel pipe shall subject to the quality of work inspections by pipe manufacturer.
2. Ductile iron pipe for pumped riser shall be flange ended or push-in jointed complete
with restraint tie bars.
5. The usage of HDPE pipe as communication pipe shall be those approved by
SYABAS.

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8/9/2019 Table 4.2: Internal storage tank (within consumer premises) effective capacity Syabas Guideline
according to types of premise or usage
Effective Capacity
(equivalent to 1-day
Item Type of Premises
average demand)
litres
1 Low cost house or low cost flat 1,000 /unit
2 Medium cost flat and medium cost house 1,000 /unit
Single or double storey terrace house, apartment and
3 condominium 1,500 /unit
Single or double storey semi-detached house and bungalow

4 2,000 /unit
(Additional 450 litres per room if more than 4 bedrooms)
5 Single storey shop house 2,000 /unit
6 Multiple storey shop house 1,500 /floor

7 Office 1,000 /100m2
2
8 Shopping Complex 1,000 /100m
9 Hotel 1,500 /room
10 Hospital 1,500 /bed
11 Day School 50 /student
12 Boarding School 250 /student
13 Kindergarten 30 /child
14 Institution 25,000 /hectare
15 Mosque/ Surau 50 /person
16 Market - Dry Stall 450 /unit
17 Market - Wet Stall 1,500 /unit
18 Hawker Centre 1,500 /unit
19 Community Hall 25,000 /unit
20 Balai Raya 2,000 /unit
21 Club House 50,000 /unit
22 Petrol Station (without car washing bay) 10,000 /unit
23 Petrol Station (with car washing bay) 50,000 /unit
24 Light industrial workshop 1,500 /unit
25 Terrace factory 5,000 /unit
26 Warehouse 1,500 /unit
According to daily
27 Industrial Area
water usage
* Mutiply accordingly for any additional water storage as required under

Table 3.7 .

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Table 6.1 : Proposed lighting fitting and illumination level
8/9/2019 Maintained Average Illuminance Syabas Guideline

Area
(lux)
Office/ Computer Rooms 400
Store 200
M&E Plant rooms and Pumping station 250
Internal Corridors 100
Toilets 150
Table 6.2 : Proposed type of light fitting
Area Type of Light Fittings
Office/ Computer Fluorescent light fittings with aluminium reflector

Rooms (Prefably using 36 W lamps)
Store Bare channel fluorescent light fittings
a. 5 m height and above – low bay metal halide

M&E Plant rooms and (corrosion resistance type)
Pumping station b. Less than 5 m – wall mounted fluorescent light
fittings complete with metal reflector
Fluorescent light fittings with aluminium reflector

Internal Corridors
(Prefably using 36 W lamps)
Toilets Compact Fluorescent Downlights

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7.9 SURGE SUPPRESSION SYSTEMS c. One (1) set of Mechanical Seal.
d. One (1) set of Impeller.
8/9/2019 a. To counter water hammer, the following methods shall be used in pumping stations:- Syabas Guideline
e. One (1) set of Shaft.
i. Pressurized surge vessel to prevent column separation and taking into account of f. One (1) set of Shaft Sleeve and Lock Nut (if gland packing is used).
check valve.
ii. Surge anticipating valves which open or closed at some preset values or
7.12 VARIABLE SPEED DRIVE (VSD) PUMPING SYSTEM
mechanism which lower surge pressure in the pipeline.
b. Manufacturers are required to submit complete sets of drawings, calculations and Please refer to Clause 6.16.
etc. to DOSH for approval.
c. A set of surge suppression system, air compressor, design calculation, drawing and
test certificate shall be provided together in the handing over manuals. 7.13 CHECKLIST
d. Pumps tested at site and under controlled condition at factory shall conform to BS
EN ISO 5198. The checklist shall be completed and endorsed by consulting engineer and shall be
e. Witness testing is required for pumps with flow rate of larger than 760 m
3
/hr. attached together with the submission document. The design checklist of Mechanical
System for Pumping Station is shown in APPENDIX C.
7.10 MECHANICAL HANDLING EQUIPMENT
a. Gantry crane handling equipment shall be used for load exceeding50 kg .
b. Monorail cranes shall beused for lighter load and when the centre line of the equipment
is in line with the entry or exit.
c. All cranes shall be suitably sized to lift
1.25 times the weight of the heaviest equipment.
d. Electrically operated crane shall be required in large installation where individual
equipment weight is more than100 kg .
e. All electric driven fully motorized cranes shall be tested and approved by DOSH
before testing upon installation and handing over to SYABAS.
f. Manufacturers shall endorse and provides all application for these purposes.
g. Drawings, calculation and certificate shall be handed over to SYABAS during the
first inspection for handing over.
7.11 MECHANICAL SPARE PARTS
Developers are required to provide mechanical spare parts as follows:-

a. One (1) set of repair kit for Altitude Control Valve.
b. One (1) set of repair kit for Surge Anticipating Valve.

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9.0 CAPITAL COST CONTRIBUTION (SKP) b. Where approval for external water supply system was obtained before the date of 23rd 49/53
July 2002, the developer would only have to pay the particular SKP (60% of SKP) during
9.1 DEFINITIONS the stage of meter application.
c. Plan (external and internal) processing fees will not be charged for application for water
Pursuant to the Water Supply (Selangor) (Capital Cost Contribution) Rules 2003, Capital Cost supply system made before 23rd of July 2002 .
Contribution orSumbangan Kos Pembangunan (SKP) is the payment imposed on the developers
as a contribution for the development of source works (dams, water treatment plants etc),
upgrading of water distribution system and reservoir/ tank. This is an additional cost which has to
be borne by developers for the construction and completion of water supply systems for their
developments.
9.2 CHARGE RATES
Charge rates for SKP are as shown in Table 9.1 .
9.3 EXEMPTION FROM CAPITAL COST CONTRIBUTION
The following types of development are exempted from payment for SKP:-
a. Low cost projects which are fully funded by the State or Federal Government and the
National Housing Department
b. Place of worship
c. Social and community buildings
d. Community centre
e. Community hall
f. Village k( ampung ) house which cost less than RM 25,000.
9.4 EFFECTIVE DATE
a. The effective date for the charges is 23rd July 2002. All developments for which the
approval for external water supply system was obtained after the date of 23rd July 2002,
are subject to the mentioned charges.

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Table 9.1 : Charge rates of Capital Cost Contribution (SKP) for land development in the State of 50/53
Selangor, the Federal Territories of Kuala Lumpur and Putrajaya. Types of Premises Each Building Minimum Charge
8/9/2019 Percentage per unit Maximum charge Hotel/
Syabas Private Hospital
Guideline 0.8Q RM 1,000
Types of Premises
% for each unit
Office building 0.8Q RM 1,000
Apartment Institution/ College/ University 0.8Q RM 1,000
Private Low Cost 1/8 RM 75* Factory 0.8Q RM 1,000
Medium Cost (up to RM 150,000) 1/4 RM 300* Petrol Pump Station 0.8Q RM 1,000
High Cost (> RM 150,000 and < RM 300,000) 1/4 RM 500*
Luxurious (> RM 300,000) 1/4 RM 1,500* Government
Government Quarters 0.6Q RM 1,000
Residential
School/ Clinic/ Medical centre/ District Office 0.6Q RM 1,000
Private Low Cost Terrace House 1/8 RM 75* Hospital/ Government Office Complex 0.6Q RM 1,000
Medium Cost (up to RM 150,000) 1/4 RM 300* Hawker Centre/ Market 0.6Q RM 1,000
High Cost (> RM 150,000 and < RM 300,000) 1/4 RM 500*
Luxurious Cost (> RM 300,000) 1/4 RM 1,500* - Q = Design water demand per day in gallons
Semi-detached 1/4 RM 1,500*
Bungalow 1/4 RM 2,500*
Village (kampung ) House (> RM 25,000) 1/4 RM 100*
Bungalow 1/4 RM 500*
Commercial
Service Apartment 1/2 RM 500*
Shop House 1/2 RM 500*
Shop Office 1/2 RM 500*
Linked/ Terraced Factory 1/2 RM 500*
Factory Lot 1/2 RM 500*
Industrial Lot 1/2 RM 500*
* whichever is lower
Each Building Minimum Charge
Commercial
Business Complex 0.8Q RM 1,000
Supermarket 0.8Q RM 1,000
Shopping Complex 0.8Q RM 1,000

9-2
DRAFT FINAL
Type of Charges Charge
10.8 CHARGES FOR NEW INSTALLATION WITHOUT TAPPING OR
8/9/2019 TEE-CONNECTION Syabas Guideline

(a) For meter below 13 mm in size. RM 15.00
(b) For meter of 14 mm to 19 mm in size. RM 30.00
(c) For meter of 20 mm to 25 mm in size. RM 45.00
(d) For meter of 26 mm and larger in size. Actual cost plus 25%
subject to a minimum
of RM 75.00
10.9 SUPERVISION CHARGES FOR CONNECTION
(a) Tee-connection to 100 mm main. RM 5.00/mm

diameter
(b) Tee-connection to 150 mm main. RM 5.00/mm
diameter
(c) Tee-connection to 200 mm - 250 mm. RM 5.00/mm
diameter
(d) Tee-connection to 300 mm - 375 mm. RM 5.00/mm
diameter
(e) Tee-connection to 400 mm - 600 mm. RM 5.00/mm
diameter
(f) Tee-connection to main exceeding 600 mm. RM 5.00/mm
diameter


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8/9/2019 Syabas Guideline

SYABAS GUIDELINES ON PLANNING AND DESIGN FOR b. Pipe Laying Requirements

1.2 Definitions 3.4.4 Geotechnical Considerations

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

4.3.2 Water Conservation Measures 7.0 MECHANICAL SYSTEM

5.5 Meter stands 7.4.3 End Suction Pumps

6.11 Lighting and Surge Protection Systems

8.2.4 GPRS/ GSM Modem

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

8.3 Communication Systems FOREWORD

10.7 Agency Fees

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

RBE - Report-by-exception mg/l - Milligram per litre

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

1.3 STANDARDS AND SPECIFICATIONS

1.4 INTERPRETATION OF GUIDELINES

The term “should” is used in reference to suggested design parameters or requirements

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

Site Dimensions (Minimum)

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

Water Demand (l/d) Site Dimensions (Minimum)

2,270,001 – 3,405,000 45 m x 100 m

3,405,001 – 6,810,000 50 m x 115 m

6,810,001 – 13,620,000 55 m x 145 m

To be approved by SYABAS but

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

8/9/2019 Syabas Guideline

Table 3.2 : Hazen-William Coefficient C for various pipe materials

considered if protected with anodic/ cathodic protection.

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

8/9/2019 Syabas Guideline

Conditions Reticulation Pipe Materials No. of Connections No. of Sampling Box

Below 200 Not required

Fully industrial area, commercial,

Below 500 Not required

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

8/9/2019 Syabas Guideline

Storage Requirement (day of total

Road Base (crusher run) 250 150

b) Demand < 1 Mld Not Required 3

MIXED DEVELOPMENT OF RESIDENTIAL,

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

8/9/2019 Syabas Guideline

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

Adopt the following measures in factories where possible and applicable:-

Stainless Steel/ ABS/ PP-R/

Distribution Stainless Steel/ ABS/ PP-R/ Flanged Mild Steel/ ABS/

Plumbing System is shown in APPENDIX C .

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

Single or double storey semi-detached house and bungalow

6 Multiple storey shop house 1,500 /floor

* Mutiply accordingly for any additional water storage as required under

SEPAKAT SETIA PERUNDING (SDN) BHD. (14142-M)

8/9/2019 Maintained Average Illuminance Syabas Guideline

Office/ Computer Rooms 400

M&E Plant rooms and Pumping station 250

Internal Corridors 100

Table 6.2 : Proposed type of light fitting