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Control of Industrial Major Accident Hazards (CIMAH) Report   Page       13
                                               Ranhill SAJ Sdn. Bhd.                    Revision      01
                                        Part B: Information on the Installation         Date        Aug 2019


               B.3.1 Process Description

               Kampung Tengah 1 Water Treatment Plant

               Initially, pre-chlorine is injected into  the raw water  before the aeration process for
               biological control. Raw water is pumped from Segamat River to the cascade aerator.
               The aerator is  provided to create turbulence so  that a  maximum contact of up to
               eighty percent (80%) of  dissolved oxygen saturation at ambient temperature
               between water and air can be achieved. In addition, the aeration process aids in
               stripping volatile organics and reduces taste and  odor. Aeration is also  used  to
               oxidize soluble iron  and  manganese (found in  many well  waters) to insoluble
               precipitates.

               Then,  the aerated water entering the  mixing chamber is immediately dosed with
               Soda Ash and Polyaluminium Chloride. Soda Ash is dosed to obtain the optimum
               coagulation pH while  Polyaluminium Chloride  is used to coagulate the particulate
               matters such as suspended solids and colloids. In the Alum mixing and distribution
               chamber, processes such as coagulation occur.

               Afterwards, the coagulation water flows into the flocculation and sedimentation tank
               for removing coagulated sludge solids before  it  passes to the rapid gravity filters.
               Three (3) filters are installed at the facility. The filtered water then passes into the
               contact/balance tank  for storage before  distribution to Bukit Hampar suction tank.
               Before  delivering the filtered water to the treated water pumping station,  post-
               chlorination  dosing is conducted. Post-chlorination is the addition of Chlorine
               subsequent to filtration for disinfection between the filtered water channel and inlet to
               the contact  tank via an arrangement  of injection lances.  This is  to give adequate
               contact time of the Chlorine in the contact tank before the treated water is pumped to
               the  distribution system. Chlorine, soda ash and  fluoride are  added to  the water
               before it enters the clear water tank. The treated water from the clear water tank is
               sent via the treated water pumps to Bukit Hampar suction tank, located eight (8) km
               away from the site for distribution.

               All processes at the  Chlorine Room  are described in detail as they involve the
               hazardous chemical  which is chlorine. Chlorine is injected into  the  water as  a
               disinfectant for biological control for the purpose of destroying germs, bacteria and
               other harmful organisms. Chlorine dissolves and stays in molecular form (CI 2) in the
               water at very low concentration.

               Liquid chlorine is delivered to the plant as liquefied gas in specially designed steel
               containers with a net weight of 68 kg of chlorine. The chlorine is contained under
               pressure, equivalent to its vapor pressure at the temperature of the contents inside
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