Regards Yudi Andreas PT. Pasifiktel Indotama NUCIRA Building 4th Floor Jl. MT. Haryono Kav.27 Jakarta 12820, Indonesia Tel: (+62 21) 830 7580 Fax: (+62 21) 830 7589 HP: (+62 896) 3935 5929 Email: yudi.andreas@paktel.co.id / yudi_andreas@hotmail.com YM: y_andreas@yahoo.com Skype: kokoy72 PIN BBM: 7D8A3CB0 WA 082114944219

1. WATER TREATMENT
AND DRINKING WATER SERVICES
Presented by:
PT. PASIFIKTEL INDOTAMA

2. AGENDA
A. Introduction
B. Purpose and Business Objective
C. Our Capability and Scope of Services
D. Characteristic Ground Water and Surface Water
E. Unit Specification
F. Minor, Major Maintenance and Sparepart Available
G. Flow Process
H. Basic Theory Unit System
I. Parameter Reduction
J. Gallery Project

3. PURPOSE AND BUSINESS OBJECTIVES
We treat contaminated water specific to meet with Regulation Government of Indonesia (GOI) as
stipulated on PERMENKES 492/MENKES/PER/IV/2010 and refer to WHO Guideline for
Drinking Water Quality Standard.
The Business Objective is to treat the raw water from surface and ground water and meet the the
environmental regulations and to reduce the pollutant parameter. By developing this project,
COMPANY can improve the relationship with local authorities, increase the quality of water,
environmental and safety in conducting current business, which meet or exceed the expectations of
community, business partner and the local community.

4. OUR CAPABILITY AND SCOPE OF SERVICES
Capable of providing professional engineering and environmental services in a wide range of
areas. A list of these capabilities follows:
Treatment process evaluation and optimization
Residuals treatment, transport and disposal
Project Management - from simple to complex projects including performance based Design
Build Operate (DBO) Contract Management.
Specification Preparation and Tender Assessment
Operation and Maintenance Assessment and optimization
Wastewater Strategic Planning
Engineering Procurement and Construction (EPC) Project
This presentation contain is just for a reference, all detail specification and
capability of the technology will be explain detail after site visit permitted then we
should collect the all data in the field including taking sample of the raw water
first.

5. SURFACE AND GROUND WATER CHARACTERISTIC
RAW WATER CHARACTERISTIC
CHARACTERISTIC SURFACE WATER GROUND WATER
TEMPERATURE Vary with season Relatively constant
TURBIDITY Vary, sometimes high Lower or zero except Karst Area
COLOR
Mainly due to suspended solid (clay and
algae),except in soft water and acid
Due to suspended solid (dissolved solid) humic acid
MINERAL CONTENT Vary with soil, rainfall, etc
Relatively constant, higher than surface water on the
same area
Fe AND Mn (SOLUTION) Ussualy not present except on the bottom side ussualy present
CO2 AGGRESSIVE not present present
DISSOLVED OXYGEN Often near saturation, not in polluted water Ussualy not present
H2S not present Often present
NH4 Found on the contaminated water often found
SILICA Low Often high
ORGANIC MICROPOLUTANT Present Ussualy not present
MICROORGANISM
bacteria (some pathogenic), virus, plankton
(fauna and flora)
Iron bacteria

6. UNIT SPECIFICATION
DESIGN TECHNOLOGY : WATER AND DRINKING WATER TREATMENT SYSTEM
TIPE UNIT : MOBILE 20ft and/or 40ft container
FLOW RATE : Approx. 8-10 m3/h
Raw Water : Ground Water and/or Surface Water
PARAMETER reduction : Up to 90%
TEMPERATURE : 32 - 35 °C (Ambient)
TREATMENT SYSTEM : Physical System c/w Advance Oxidations Process and Filtration Process
POWER CONSUMPTION : 27 kW 220V-380V/50Hz
FEATURES :
- All system controlled and integrated with PLC system complete with human – machine interface (HMI)
connected with automatic mode control panel, Installed and fully wired
- Skid Mounted, Compact and Fit to 20ft-40ft standard shipping containerized size system
- Compatible with minimal foot print area

7. Minor, Major Maintenance and Spare Part Availability
Minor Maintenance
1 hour everyday routine maintenance for backwash and cleaning in place
(CIP) for filtration unit, no need additional costs
MAJOR Maintenance
24 hours every 18-24 month for replace filter media and/or replace the
membrane for filtration unit and additional material costs (the period depend
on pollutant concentrated the raw water
Spare part Availability
We provide and carry fast moving part for pump, media filter, etc like gasket,
seal, activated carbon and silica sand.

8. FLOW PROCESS

9. BASIC THEORY
1. SCREENING (PRE – TREATMENT)
Screening is a process of filtering or sorting of pollutant.
The raw water goes into main process that containing
solids or sludge that is not more than 40% of
waste/contaminant content.
2. ADVANCE OXIDATION PROCESS (PRIMARY I)
Ozone Generator unit serves to change the symbol of pure
oxygen O², who is derived from Oxygen concentrator the fox
became a symbol Ozone with O³. This unit for oxidation
process

10. 3. SAND & CARBON FILTER (PRIMARY II)
Serves to adsorb rest of sludge formed while
absorbing gases still dissolved in the
waste/water such as phenol, H2S, Ammonia
and even color.

11. 4. ULTRAFILTRATION (SECONDARY I)
Process-based filtering membrane with pores
1/100 micron. Serves to reduce TSS and
Turbidity so that the water that comes out will
produce a low turbidity value of about 1 to 0.1
NTU.
5. REVERSE OSMOSIS (SECONDARY II)
As with ultra filtration membranes based
Reverse osmosis is also a technology-based
membrane with pores smaller micron is 1/1000.
With such a small density of the RO membrane
is able to reduce the mineral content in the
water up to 95%.
The semi permeable membrane just skip atoms
and molecules are very small such as water
molecules, small organic molecules, and gas.
Hydrated ions or ions dissolved in the water
surrounded by water molecules, are not able to
pass through the membrane.

12. 6. DISINFECTION (TERTIARY)
Process to kill microbes that have been fully
processed water is safe for consumption. Safe
disinfectant used for water treatment processes
are ultraviolet or ozonation.
Unlike the use of chlorine, UV works by
stopping the reproduction of bacteria, viruses
and protozoa when exposed to wavelengths of
UV light between 200 and 300 nanometers.

13. PARAMETER REDUCTION
INLET WATER OUTLET WATER

14. EXPERIENCE PERSONNEL GALLERY PROJECT
CAP. 192 m3/day
PT. CHEVRON PACIFIC IND. –
DURI, RIAU
CAP. 120 m3/day
ASTRA HONDA MOTOR – PROJECT 2
CAP. 3000 m3/day
PERUM PERIKANAN – MUARA BARU, JAKARTA
CAP. 72 m3/day
ASTRA HONDA MOTOR - PROJECT 1
CAP. 360 m3/day
PT. UNIVERSAL ROBINA CORPORATION
CAP. 90 m3/Hour
PT. ARUTMIN INDONESIA – KAL SEL,
INDONESIA

15. CAP. 5m3/Hour
PT. STAR ENERGY, SEKAYU FIELD - INDONESIA