Environmental Quality (Industrial Effluent) Regulations, 2009

ENVIRONMENTAL QUALITY (INDUSTRIAL EFFLUENT) REGULATIONS 2009 PU(A) 434/2009 IN exercise of the powers conferred by sections 21, 24, 25 and 51 of the Environmental Quality Act 1974[Act 127], the Minister, after consultation with the Environmental Quality Council, makes the following regulations: 10 December 2009 1. Citation These regulations may be cited as the Environmental Quality (Industrial Effluent) Regulations 2009. In these Regulations: "best management practices" means practical, structural or non-structural methods for the purpose of preventing or reducing the discharge of industrial effluent or mixed effluent containing contaminants; "industrial effluent" means any waste in the form of liquid or wastewater generated from manufacturing process including the treatment of water for water supply or any activity occurring at any industrial premises; "mixed effluent" means any waste in the form of liquid or wastewater containing both industrial effluent and sewage; "sludge" means any deposit of particulate matter settled from any liquid, including deposit resulting from physical, chemical, biological or other treatment of water or industrial effluent or mixed effluent; "professional engineer" has the same meaning assigned to it in the Registration of Engineers Act 1967[Act 138]; "sewage" means any liquid waste or wastewater discharge containing human, animal, domestic, or putrescible matter in suspension or solution, and includes liquids containing chemicals in solution either in the raw, treated or partially treated form; "licence" means a licence referred to in regulation 15 pursuant to subsection 25(1) of the Act; "parameter" means chemical oxygen demand or any of the factors shown in the first column of the Fifth Schedule or in the Ninth Schedule; "authorized officer" means any officer appointed under section 3 of the Act or any other officer to whom the Director General has delegated his power under section 49 of the Act; "batch discharge" means any controlled discharge of a discrete volume of industrial effluent or mixed effluent; "licensed premises" means premises occupied by a person who is the holder of a licence issued in respect of the premises; and "industrial effluent treatment system" means any facility including the effluent collection system, designed and constructed for the purpose of reducing the potential of the industrial effluent or mixed effluent to cause pollution. 3. Application These Regulations shall apply to any premises which discharge or release industrial effluent or mixed effluent, onto or into any soil, or into inland waters or Malaysian waters, other than the premises as specified in the First Schedule. 4. Obligation to notify the Director General (1)No person shall, without prior written notification to the Director General: (a) carry out any work on any premises that may result in a new source of discharge of industrial effluent or mixed effluent; (b) construct on any land, building or facility designed or used for a purpose that may cause the land or building or facility to result in a new source of discharge of industrial effluent or mixed effluent; (c) make or cause or permit to be made any change of, to, or in any plant, machine, or equipment used or installed at the premises that causes a material change in the quantity or quality of the discharge or release from an existing source; or (d) carry out upgrading work of an existing industrial effluent treatment system that may result in a material change in the quantity or quality of the discharge or release. (2) The written notification to carry out any work, construction, or upgrading, or to make any change referred to in subregulation (1) shall be submitted to the Director General in the form as specified in the Second Schedule within thirty days before the work or construction or upgrading commences. 5. Design and construction of industrial effluent treatment system (1) An owner or occupier of a premises shall conduct any design and construction of the industrial effluent treatment system to collect and treat the industrial effluent or mixed effluent generated within the premises in strict compliance with the specifications as specified in the Guidance Document on the Design and Operation of Industrial Effluent Treatment System issued by the Department of Environment. (2) An owner or occupier of the premises shall appoint a professional engineer to undertake the design and supervision of the construction of the industrial effluent treatment system and the work performed shall meet the satisfaction of the Director General. (3) An owner or occupier of the premises and the professional engineer referred to in subregulation (2) shall provide a written declaration, in a form as specified in the Third Schedule, certifying that the design and construction of the industrial effluent treatment system have complied with the specifications referred to in subregulation (1). (4) As-built drawings that show the placement of any works or structures that form part of the industrial effluent treatment system shall be submitted to the Director General not later than thirty days from the date the premises commences operation. (5) In this regulation, "as-built drawings" means any engineering drawing that shows the placement of facilities as measured after a work is completed. 6. Compliance with specifications of industrial effluent treatment system (1) No person shall operate any industrial effluent treatment system unless it complies with the specifications as specified in subregulation 5(1). (2) The Director General may issue a directive to the owner or occupier of a premises who does not comply with subregulation (1) requiring him to repair, alter, replace or install any additional equipment or instruments or to conduct performance monitoring of industrial effluent treatment system at his own expense, in any manner as the Director General may determine in such directive. 7. Monitoring of discharge of industrial effluent or mixed effluent (1) An owner or occupier of a premises that discharges industrial effluent or mixed effluent onto or into any soil, or into any inland waters or Malaysian waters shall, at his own expense: (a) monitor the concentration of chemical oxygen demand (COD) and any parameter as specified in the Fifth Schedule; and (b) install flow-meters, sampling, monitoring and recording equipment. (2) The owner or occupier of the premises shall maintain a record of industrial effluent or mixed effluent discharge monitoring data in the form as specified in the Tenth Schedule. (3) The owner or occupier of the premises shall submit the first record of industrial effluent or mixed effluent discharge monitoring data to the Director General within thirty days after the date of coming into operation of these Regulations and the subsequent records shall be submitted within thirty days after the end of the calendar month for the report of the previous month. (4) The record of industrial effluent or mixed effluent discharge shall also be made available for inspection by any authorized officer. 8. Proper operation of industrial effluent treatment system (1) An owner or occupier of a premises shall operate and maintain industrial effluent treatment system in accordance with sound engineering practice for the treatment of the industrial effluent or mixed effluent and ensure that all components of the industrial effluent treatment system are in good working condition. (2) In this regulation, "sound engineering practice" means the manner by which effluent treatment system is operated where the operational characteristics are maintained within the normal range of values commonly used for the treatment of industrial effluent or mixed effluent. 9. Performance monitoring of effluent treatment system (1) An owner or occupier of a premises shall: (a) conduct performance monitoring of the components of the effluent treatment system in the manner as specified in the Guidance Document on Performance Monitoring of Industrial Effluent Treatment Systems issued by Department of Environment; and (b) equip himself or itself with facilities, relevant equipment or instruments for the purpose of conducting performance monitoring referred to in paragraph (a). (2) In this regulation, "performance monitoring" means the routine monitoring of certain characteristics to provide an indication that a treatment process is functional and capable of treating the industrial effluent or mixed effluent. 10. Competent person (1) The operation of an industrial effluent treatment system shall be supervised by a competent person. (2) A competent person shall be any person who has been certified by the Director General that he is duly qualified to supervise the operation of an industrial effluent treatment system. (3) An owner or occupier of a premises shall ensure that a competent person is on duty at any time the industrial effluent treatment system is in operation. 11. Acceptable conditions for the discharge of industrial effluent other than parameter of chemical oxygen demand (COD) (1) No person shall discharge industrial effluent which contains any parameter in concentration greater than the limits of: (a) Standard A, as shown in the third column of the Fifth Schedule, into any inland waters within the catchment areas as specified in the Sixth Schedule; or (b) Standard B, as shown in the fourth column of the Fifth Schedule, into any other inland waters or Malaysian waters. (2) Where two or more of the metals specified as parameters (xii) to (xvi) as specified in the Fifth Schedule, pursuant to subregulation (1), are present in the industrial effluent or mixed effluent, the concentration of these metals shall not be greater than: (a) 0.5 milligrammes per litre in total, where Standard A is applicable; or (b) 3.0 milligrammes per litre in total, and 1.0 milligramme per litre in total for soluble forms, where Standard B is applicable. (3) Where Standard B is applicable and when both phenol and free chlorine are present in the same industrial effluent, the concentration of phenol individually, shall not be greater than 0.2 milligrammes per litre and the concentration of free chlorine individually, shall not be greater than 1 milligramme per litre. 12. Acceptable conditions for the discharge of industrial effluent for parameter of chemical oxygen demand (COD) In relation to any trade or industry as specified in the Seventh Schedule, No person shall discharge industrial effluent which contains COD in conentration greater than the limits of: (a) Standard A, as shown in the third column of the Seventh Schedule, into any inland waters within the catchment areas as specified in the Sixth Schedule; or (b) Standard B, as shown in the fourth column of the Seventh Schedule, into any other inland waters or Malaysian waters. 13. Acceptable conditions for the discharge of mixed effluent for parameter of chemical oxygen demand (COD) No person shall discharge mixed effluent which contains COD in concentration greater than the limits of: (a) Standard A, as shown in the second column of the Eighth Schedule, into any inland waters within the catchment areas as specified in the Sixth Schedule; or (b) Standard B, as shown in the third column of the Eighth Schedule, into any other inland waters or Malaysian waters. 14. Best management practice for the discharge of industrial effluent or mixed effluent for other parameters An owner or occupier of a premises shall adopt the best management practice for discharge of any industrial effluent or mixed effluent for any parameter as specified in the Ninth Schedule. 15. Licence to contravene the acceptable conditions for the discharge of industrial effluent or mixed effluent (1) Any person may apply for a licence under subsection 25(1) of the Act to contravene the acceptable conditions of discharge of industrial effluent or mixed effluent as specified in regulations 11, 12 and 13. (2) An application for a licence shall be made in accordance with the procedures as specified in the Environmental Quality (Licensing) Regulations 1977[P.U. (A) 198/1977] and shall be accompanied by: (a) a report on industrial effluent characterization study in a format as specified in the Guidance Document on Industrial Effluent Characterization Study issued by Department of Environment; and (b) a licence and effluent-related licence fee as specified in regulation 31. 16. Methods of analysis and sampling of industrial effluent or mixed effluent (1) An authorized officer may carry out an in-situ or ex-situ analysis of industrial effluent or mixed effluent using any instruments approved by the Director General. (2) An analysis of any industrial effluent or mixed effluent discharged or released onto or into any soil, or into any inland waters or Malaysian waters shall be carried out in accordance with the methods contained in the publications as specified in the Fourth Schedule. (3) The analysis of the industrial effluent or mixed effluent referred to in subregulation (1) shall be based on grab samples. (4) In this regulation: (a) "ex-situ analysis" means the analysis conducted on an industrial effluent or mixed effluent sample that has been removed from its location and conducted at the different site from the site the sample was taken; (b) "in-situ analysis" means the analysis conducted on an industrial effluent or mixed effluent sample that has not been removed from its location or conducted at the site where the sample was taken; and (c) "grab sample" means a discrete individual sample taken within a period of time of less than fifteen minutes. 17. Point of discharge of industrial effluent or mixed effluent (1) The point of discharge of industrial effluent or mixed effluent shall comply with the specifications as specified in the Eleventh Schedule and shall be clearly indicated by the owner or occupier of a premises on the layout plans or engineering drawings certified by a professional engineer. (2) An owner or occupier of the premises shall submit to the Director General the layout plans or engineering drawings referred to in subregulation (1) thirty days before the premises commence operation. (3) Where an owner or occupier of the premises proposes to make any alteration or change to the location or position of the point of discharge or design of the outlet at the point of discharge of industrial effluent or mixed effluent, he or it shall notify the Director General within thirty days prior to the making of such alteration or change. 18. Prohibition against industrial effluent or mixed effluent discharge through by-pass (1) No person shall discharge or cause or permit to be discharged any industrial effluent or mixed effluent onto or into any soil, or into any inland waters or Malaysian waters through a by-pass. (2) In this regulation, "by-pass" means any diversion of industrial effluent or mixed effluent from any portion of an industrial effluent treatment system. 19. Dilution of industrial effluent or mixed effluent (1) No person shall dilute, or cause or permit to be diluted, any industrial effluent or mixed effluent, whether raw or treated at any time or point after it is produced at any premises. (2) Industrial effluent or mixed effluent becomes diluted when it undergoes a process to make it less concentrated by adding water or other liquids from external sources other than liquids or materials used for treating the industrial effluent or mixed effluent. 20. Spill, accidental discharge or leakage of industrial effluent or mixed effluent (1) In the event of the occurrence of any spill, accidental discharge or leakage of any industrial effluent or mixed effluent which either directly or indirectly gains or may gain access onto or into any soil, or into any inland waters or Malaysian waters, the owner or occupier of the premises shall immediately and not more than six hours from the time of the occurrence inform the Director General of the occurrence. (2) An owner or occupier of the premises shall, to every reasonable extent, contain, cleanse or abate the spill, accidental discharge or leakage or recover the industrial effluent or mixed effluent discharged in a manner that satisfies the Director General. (3) The Director General may in any particular case, if he considers it necessary to do so, specify the manner in which the spill, accidental discharge or leakage is to be contained, cleansed or abated and the owner or occupier of the premises shall comply with such specification. (4) The Director General shall determine any damage caused by any spill, accidental discharge or leakage and may recover all costs and expenses from the owner or occupier of the premises. (5) Where the Director General undertakes to cleanse or abate the spill, accidental discharge or leakage, he shall determine the full costs and expenses incurred and may recover such costs and expenses from the owner or occupier of the premises in accordance with the provisions of section 47 of the Act. 21. Prohibition against discharge of industrial effluent or mixed effluent containing certain substances No person shall discharge or cause or permit the discharge of any industrial effluent or mixed effluent containing any of the following substances onto or into any soil, or into any inland waters or Malaysian waters: (a) any inflammable solvent; (b) any tar or other liquids immiscible with water; (c) sawdust or wood waste; or (d) sludges. 22. Making changes that alter quality of industrial effluent or mixed effluent (1) The holder of a licence shall not make, or cause or permit to be made, any changes to the premises or in the manner of running, using, maintaining or operating the premises or in any operation or process carried out at the premises, which cause, or is intended or is likely to cause, a material increase in the quantity or quality of industrial effluent or mixed effluent, or both discharged from the premises, unless prior written permission of the Director General has been obtained for the change. (2) For the purpose of subregulation (1), changes to licensed premises include: (a) any change in the construction, structure or arrangement of the premises or any building serving the premises; (b) any change in the construction, structure, arrangement, alignment, direction or condition of any channeling device, system, or facility serving the premises; and (c) any change of, to, or in any plant, machine or equipment used or installed at the premises. 23. Restriction on discharge or disposal of sludge (1) No person shall discharge, or cause or permit the discharge or disposal of any sludge generated from any production or manufacturing process, any industrial effluent treatment system or water treatment plant onto or into any soil, or surface of any land, or into any inland waters or Malaysian waters without the prior written permission of the Director General. (2) In this regulation, "water treatment plant" means any facility used or constructed for the treatment of water for domestic or industrial purpose. 24. Reporting changes in information furnished for purpose of application of licence An applicant for a licence or for the renewal or transfer of such licence shall, within seven days of the occurrence of any material change in any information furnished in his application or furnished in writing pursuant to a request by the Director General under subsection 11(2) of the Act, give the Director General a report in writing of the change. 25. Display of licence The holder of a licence shall display his licence, together with every document forming part of the licence, in a conspicuous place in the principal building of the premises. 26. Continuance of existing conditions and restrictions in case of change in occupancy Where a person becomes the occupier of any licensed premises in succession to another person who holds an unexpired licence in respect of such premises, then: (a) for a period of fourteen days after the change in occupancy; or (b) where the new occupier applies within the period specified in paragraph (a) for the transfer of the licence to him, for the period from the change in occupancy until the final determination of his application, the conditions and restrictions of the licence shall be binding on the new occupier and shall be observed by him, notwithstanding that he is not yet the holder of the licence or that the licence may, during the period as specified in paragraph (a) or (b), as the case may be, have expired. 27. Maintenance of record (1) An owner or occupier of a premises equipped with the industrial effluent treatment system shall maintain records of the manufacturing processes, operation, maintenance and performance monitoring of the industrial effluent treatment system. (2) The records under subregulation (1) shall be made available for inspection by the authorized officer. 28. Personnel training An owner or occupier of a premises: (a) shall ensure that his or its employees attend training on environmental requirements and the best management practices in the operation and maintenance of industrial effluent treatment system before they begin work; (b) shall ensure that the training for his or its employees include retraining on updates for new, revised and existing requirements and procedures; and (c) shall maintain records of training which shall include the training date, name and position of employee, training provider and a brief description of the training content. 29. Owner or occupier to render assistance during inspection An owner or occupier of a premises shall provide the Director General or any authorized officer every reasonable assistance and facility available at the premises, including labour, equipment, appliances and instruments that the Director General or authorized officer may require for the purpose of inspection. 30. Prohibition order (1) In the event of any undesirable occurrence as listed in the Twelfth Schedule, the Director General may issue a prohibition order to an owner or the occupier of a premises prohibiting the further operation of an industrial plant or process absolutely or conditionally for such period as the Director General may direct or until remedial measures as directed by the Director General have been complied with. (2) For the purpose of subregulation (1), a copy of the Director General's prohibition order shall be posted in a conspicuous place in the vicinity of the facility to which the said prohibition order refers and No person shall operate such industrial plant or process with effect from the date of the prohibition order until the prohibition order is withdrawn. (3) Where a prohibition order has been issued to an owner or occupier of any premises prohibiting the further operation of an industrial plant or process, the Director General or any authorized officer shall render such industrial plant or process inoperative by any means as the Director General or authorized officer may determine. 31. Licence fee (1) The fee for a licence shall be five hundred ringgit and an additional effluent-related licence fee computed in accordance with the method as specified in the Thirteenth Schedule. (2) The fee for a licence and the additional effluent-related licence of five hundred ringgit shall accompany the application. (3) If the Director General refuses to approve the application for a licence and the additional effluent-related licence, only the effluent-related licence fee shall be refunded. (4) The fee for transfer of licence shall be one hundred ringgit. 32. Penalty Any person who contravenes regulations 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27, 28, 29 and 30 shall be guilty of an offence and shall, on conviction, be liable to a fine not exceeding one hundred thousand ringgit or to a term of imprisonment for a period not exceeding five years or to both and to a further fine not exceeding one thousand ringgit a day for every day that the offence is continued after the notice by the Director General requiring him to cease the act as specified in the notice has been served upon him. 33. Revocation, transitional and savings provision (1) The Environmental Quality (Sewage and Industrial Effluents) Regulations 1979[P.U. (A) 12/1979] is revoked (hereinafter referred to as "the revoked Regulations"). (2) Any application made under this revoked Regulations for a licence to contravene the acceptable conditions, renewal or transfer of such licence, or written permission, which are pending immediately before the date of the coming into operation of these Regulations shall, after the date of the coming into operation of these Regulations, be dealt with under the revoked Regulations and for such purposes it shall be treated as if these Regulation have not been made. (3) All licences issued and written permission granted under the revoked Regulations shall, after the date of the coming into operation of these Regulations, continue to remain in full force and effect until the licence expires, is amended, suspended or cancelled or the written permission expires or is revoked under the revoked Regulations and for such purposes it shall be treated as if these Regulation have not been made. (4) The provisions of the revoked Regulations relating to the acceptable conditions for discharge of effluent shall continue to apply until twelve months after the date of the coming into operation of these Regulations where on the date of the coming into operation of these Regulations: (a) any work on any construction of any industrial effluent treatment system has not commenced within twelve months from date of the issuance of the written permission for its construction immediately before the date of the coming into operation of these Regulation; (b) any work on any construction of any industrial effluent treatment system has commenced but has not been completed immediately before the date of the coming into operation of these Regulations; or (c) any work on any construction of any industrial effluent treatment system has been completed but has not begun its operation before the date of the coming into operation of these Regulations. (5) Where on the date of the coming into operation of these Regulations, any premises is discharging industrial effluent or mixed effluent into any inland waters which is not specified as a catchment area under the revoked Regulations immediately before the date of the coming into operation of these Regulations, the provisions of the revoked Regulations relating to acceptable conditions for discharge of effluent shall continue to apply to such effluent until twelve months after the date of the coming into operation of these Regulations. (6) Any proceeding, whether civil or criminal, commenced under the revoked Regulations and are pending on the date of the coming into operation of these Regulations shall, on the date of the coming into operation of these Regulations, be continued and concluded under the revoked Regulations and for such purposes it shall be treated as if these Regulation have not been made. FIRST SCHEDULE (Regulation 3) LIST OF PREMISES TO WHICH THESE REGULATIONS Do NOT APPLY 1. Processing of oil-palm fruit or oil-palm fresh fruit bunches into crude palm oil, whether as an intermediate or final product 2. Processing of natural rubber in technically specified form, latex form including prevulcanised or the form of modified and special purpose rubber, conventional sheet, skim, crepe or scrap rubber 3. Mining activities 4. Processing, manufacturing, washing or servicing of any other products or goods that produce industrial effluent or mixed effluent of less than 60 cubic meters per day 5. Processing, manufacturing, washing or servicing of any other products or goods that produce industrial effluent or mixed effluent of which does not contain oil and grease or those contaminants listed as parameters (v) to (xv) in the first column of the Fifth Schedule 6. Processing, manufacturing, washing or servicing of any other products or goods where the total load of biochemical oxygen demand (BOD5 at 20°C) or suspended solids or both, shall not exceed 6 kilogrammes per day (concentration of 100 milligrammes per litre) SECOND SCHEDULE [Subregulation 4(2)] NOTIFICATION FOR NEW OR ALTERED SOURCES OF DISCHARGE OF INDUSTRIAL EFFLUENT OR MIXED EFFLUENT Please tick in appropriate box (i) New construction-Paragraph 4(1)(a) or (b) (ii) Change of equipment or machinery-Paragraph 4(1)(c) (iii) Upgrading of industrial effluent treatment system-Paragraph 4(1)(d) A. IDENTIFICATION 1. (i) Name of owner or occupier :...................................................................................... (ii) Identification card number:.......................................................................................... (iii) Address of owner or occupier: .................................................................................... (iv) Telephone number.:...................................... Fax number:............................................................... 2. (i) Name of company:............................................................................................... (ii) Company registration number:........................................................................................ (Please attach certificate of registration of company) (iii) Address of company:............................................................................................... (iv) Telephone number:....................................Fax number:............................................... 3. (i) Name of premises:.............................................................................................. (ii) Address of premises:................................................................................................ (iii) Telephone number:.................................. Fax number:................................................... (v) Latitude:................ degree................. minutes:................... second:...................... Longitude:.............. degree............... minutes:.................... second:............................... B. OPERATIONAL INFORMATION 4. Proposed commencement date of construction of premises or upgrading work:................................. ..................................................................................................................................... 5. Proposed date of occupation/use of premises or the date of the premises has been occupied/used or completion of upgrading work:....................................................................................................................................... 6. If the notification is to increase the capacity of industrial effluent treatment system, please state the reason: .............................................................................................................................. 7. Schedule of operation (i) Number of shifts per day:.................... average:.................. maximum:................ (ii) Hour of operation:................................. average:.................. maximum:.............. (iii) Number of operating days:........... per week:.......... per month:..... per year:............ 8. List of raw materials/chemicals * Item/Name Unit of quantity Quantity per month 9. List of products * Item/Name Unit of quantity Quantity per month 10. Describe in detail the production processes and attach relevant flow diagrams: .................................................................................................................... .................................................................................................................... *(Please use attachment if necessary) 11. Has cleaner production concept been considered in the proposal? Please give details: .................................................................................................................... .................................................................................................................... C. INFORMATION ON WATER SUPPLY AND CONSUMPTION 12. Water use Source Average quantity, m3per day (i) Potable water (ii) Process water (iii) Boiler feed water (iv) Cooling water (v) Others 13. Is the water treated before use? Yes No (Please tick (v) in appropriate box) 14. If yes, please describe the method of managing the sludge generated*: ..................................................................................................... *(Please use attachment if necessary) D. INFORMATION ON INDUSTRIAL EFFLUENT TREATMENT SYSTEM AND EFFLUENT DISPOSAL 15. Submit the following information*: (i) Production process flow chart showing points of industrial effluent or mixed effluent generation and flow rate; (ii) (a) Industrial Effluent Characterization Study (IECS) Report based on the Guidelines on Industrial Effluent Characterization Study or information from secondary sources; and (b) in the case of notification to upgrade the capacity of treatment system, IECS report shall include overall assessment of the causes contributing to the failure of the existing treatment system to comply with the discharge standard; (iii) Description of the industrial effluent treatment technologies proposed; (iv) Design basis and calculations of proposed industrial effluent treatment system; (v) Calculation and summary of mass balance and block diagram showing the efficiency of unit operations and unit processes for every treated parameter; (vi) Detailed engineering drawings of treatment system (layout, cross section, plan view and side view) including process and instrumentation (P&I) diagram and drainage system layout certified by a professional engineer preferably in the discipline of Environmental Engineering, Chemical Engineering or Civil Engineering with experience in the treatment of industrial effluents or mixed effluent; (vii) #Factory layout plan showing final industrial effluent or mixed effluent discharge point marked 'X'; (viii) List of major equipment of industrial effluent treatment system including list of spare parts or stand by equipment such as pump, pH meter etc. Document or catalogue of relevant equipment should be submitted; (ix) Proposed measures or plans to ensure continuous compliance including period involving maintenance work taking into consideration the requirements at the design and operational stages; (x) Proposed implementation schedule for the construction of industrial effluent treatment system; (xi) Performance guarantee for the industrial effluent treatment system; and (xii) Consultant/contractor's appointment letter from the premises. # (All plans shall be in A1 size) 16. Industrial effluent or mixed effluent discharge (i) Watercourse: Type of watercourse River or stream: Pond: Lake: Sea: Spring: Well: Name of the watercourse: Specify if other than the above*: (ii) Sewer: Name and address of Authority: Name and address of the sewage treatment plant: (iii) Recycle or reuse: Percentage of process water recycled: (iv) Others: specify: *(Please use attachment if necessary) 17. Mode and characteristic of effluent discharged (i) Mode of industrial effluent or mixed effluent discharged (a) Batch discharge Discharge frequency: times per day times per week times per month Discharge quantity: m3 per day m3 per week m3 per month Time of discharge: (b) Continuous discharge Quantity of continuous effluent discharge Average quantity/maximum quantity m3per hour: / m3per day: / m3per month: / m3per year: / (ii) Quality of effluent discharged: Parameter (in mg/L, unless otherwise specified) Raw Effluent** Treated Effluent (1) Temperature oC (2) pH value (3) BOD at 200oC (4) COD (5) Suspended solids (6) Mercury (7) Cadmium (8) Chromium, Hexavalent (9) Arsenic (10) Cyanide (11) Lead (12) Chromium, Trivalent (13) Copper (14) Manganese (15) Nickel (16) Tin (17) Zinc (18) Boron (19) Iron (20) Phenol (21) Aluminium (22) Barium (23) Oil and Grease (24) Cobalt (25) Silver (26) Fluoride (as F) (27) Formaldehyde (28) Molybdenum (29) Chloride (30) Chlorine (Free) (31) Selenium (32) Sulphide (33) Sulphate (34) Colour (35) Ammoniacal Nitrogen (36) Nitrate Nitrogen (37) Phosphate (as P) (38) Detergents, Anionic (39) Beryllium (40) Vanadium (41) Polychlorinated Biphenyls (42) Pesticides, fungicides, herbicides, insecticides, rodenticides, fumigants or any other biocides or any other chlorinated hydrocarbons (43) Any substance that either by itself or in combination or by reaction with other waste may give rise to any gas, fume or odour or substance which causes or is likely to cause pollution ** Information obtained from Industrial Effluent Characterization Study (IECS) as per item 15(ii) 18. State whether any inflammable solvents, tar or other liquids immiscible with water are used or generated in the production processes: ........................................................................................................................................................... E. SLUDGE PRODUCTION AND DISPOSAL 19. Sludge generated from the production and industrial effluent treatment unit operations and unit processes: Types of sludge (chemical/biological) Source Average quantity metric tons per day 20. Describe the proposed method of sludge storage or disposal: ....................................................................................................................... ....................................................................................................................... F. PERFORMANCE MONITORING PROGRAMME FOR INDUSTRIAL EFFLUENT TREATMENT SYSTEM 21. Describe using additional attachment the detailed proposal on performance monitoring programme for each major unit process and unit operation including information on equipment, competent person, frequency, location, parameter, normal range of values of operational parameters and implementation method. G. DECLARATION I, .......................................................................***the owner or occupier, or authorized agent of the owner or occupier hereby declare that all the information given in this application is to the best of my knowledge and belief true and correct. Date: Signature of owner or occupier or authorized agent *** : Telephone number: Full name: Identity card number: Fax number: Designation: Official seal or stamp of the company: ***Delete whichever is not applicable THIRD SCHEDULE [Subregulation 5(3)] WRITTEN DECLARATION ON DESIGN AND CONSTRUCTION OF INDUSTRIAL EFFLUENT TREATMENT SYSTEM Name of premises:......................................................................................................................... Address of premises:...................................................................................................................... File number of Department of Environment (if applicable):............................................................... Telephone number:............................................ Fax number:......................................................... We, the undersigned hereby declare that the industrial effluent treatment system has been designed and constructed in strict compliance with the minimum requirements and specifications as specified in the Guidance Document on the Design and Operation of Industrial Effluent Treatment Systems issued by the Department of Environment. (Signature of the owner or occupier of a premises) (Signature of the Engineer responsible for the treatment process design) Date: Date: Identity card number: Identity card number: * Discipline: chemical/environmental/ others (please specify): B.E.M. registration number: (Signature of the Engineer responsible for the structural design) (Signature of the Engineer responsible for the design of mechanical components) Date: Date: Identity card number: Identity card number: Discipline: civil Discipline: mechanical B.E.M. registration number: B.E.M. registration number: (Signature of the Engineer responsible for the design of electrical and electronic components) Date: Identity card number: Discipline: electrical B.E.M. registration number: Note: BEM stands for Board of Engineers, Malaysia * Delete whichever is not applicable FOURTH SCHEDULE [Subregulation 16(2)] METHODS OF ANALYSIS OF INDUSTRIAL EFFLUENT OR MIXED EFFLUENT 1. The 21st edition of "Standard Methods for the Examination of Water and Wastewater" published jointly by the American Public Health Association, the American Water Works Association and the Water Environment Federation of the United States of America; or 2. "Code of Federal Regulations, Title 40, Chapter 1, Subchapter D, part 136" published by the Office of the Federal Register, National Archives and Records Administration, United States of America. FIFTH SCHEDULE [Paragraph 11(1)(a)] ACCEPTABLE CONDITIONS FOR DISCHARGE OF INDUSTRIAL EFFLUENT OR MIXED EFFLUENT OF STANDARDS A AND B Parameter Unit Standard A B (1) (2) (3) (4) (i) Temperature oC 40 40 (ii) pH Value - 6.0-9.0 5.5-9.0 (iii) BOD at 20oC mg/L 20 50 (iv) Suspended Solids mg/L 50 100 (v) Mercury mg/L 0.005 0.05 (vi) Cadmium mg/L 0.01 0.02 (vii) Chromium, Hexavalent mg/L 0.05 0.05 (viii) Chromium, Trivalent mg/L 0.20 1.0 (ix) Arsenic mg/L 0.05 0.10 (x) Cyanide mg/L 0.05 0.10 (xi) Lead mg/L 0.10 0.5 (xii) Copper mg/L 0.20 1.0 (xiii) Manganese mg/L 0.20 1.0 (xiv) Nickel mg/L 0.20 1.0 (xv) Tin mg/L 0.20 1.0 (xvi) Zinc mg/L 2.0 2.0 (xvii) Boron mg/L 1.0 4.0 (xviii) Iron (Fe) mg/L 1.0 5.0 (xix) Silver mg/L 0.1 1.0 (xx) Aluminium mg/L 10 15 (xxi) Selenium mg/L 0.02 0.5 (xxii) Barium mg/L 1.0 2.0 (xxiii) Fluoride mg/L 2.0 5.0 (xxiv) Formaldehyde mg/L 1.0 2.0 (xxv) Phenol mg/L 0.001 1.0 (xxvi) Free Chlorine mg/L 1.0 2.0 (xxvii) Sulphide mg/L 0.50 0.50 (xxviii) Oil and Grease mg/L 1.0 10 (xxix) Ammoniacal Nitrogen mg/L 10 20 (xxx) Colour ADMI* 100 200 *ADMI-American Dye Manufacturers Institute SIXTH SCHEDULE [Paragraph 11(1)(a), Regulations 12 and 13] LIST OF CATCHMENT AREAS WHERE STANDARD A APPLIES 1. The catchment areas referred to in these Regulations shall be the areas upstream of surface or above subsurface water supply intakes, for the purpose of human consumption including drinking water. 2. For the purpose of these Regulations, the water supply intake points shall include the public water supply intakes specified below: (1) The State of Johor Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 102° 40' 12'' 2° 39' 29'' Sg. Muar Segamat 102° 55' 37'' 2° 32' 57'' Sg. Segamat Segamat 102° 03' 10'' 2° 28' 02'' Sg. Jauseh Segamat 102° 03' 10'' 2° 28' 02'' Sg. Jauseh Segamat 102° 39' 57'' 2° 25' 29'' Sg. Jementah Segamat 102° 49' 55'' 2° 21' 01'' Sg. Muar Muar 102° 47' 11'' 2° 18' 11'' Sg. Muar Muar 102° 48' 40'' 2° 14' 59'' Sg. Muar Muar 102° 44' 58'' 2° 12' 04'' Sg. Muar Muar 102° 44' 03'' 2° 10' 49'' Sg. Muar Muar 103° 05' 03'' 1° 53' 09'' Sg. Sembrong/Sg. Bekok Transf Batu Pahat 103° 32' 24'' 2° 12' 03'' Sg. Kahang Kluang 103° 26' 55'' 2° 05' 27'' Sg. Kahang Kluang 103° 40' 14'' 2° 35' 15'' Labong Dam Mersing 103° 47' 31'' 2° 30' 22'' Conggok Dam Mersing 103° 39' 22'' 2° 23' 13'' Sg. Lenggor Mersing 103° 54' 07'' 2° 02' 11'' Sg. Sedili Besar Mersing 103° 51' 16'' 2° 16' 27'' Bekas Lombong Mersing 104° 02' 52'' 1° 53' 38'' Sg. Gembut Kota Tinggi 103° 49' 50'' 1° 49' 52'' Sg. Pelepah Kota Tinggi 103° 43' 19'' 1° 48' 01'' Sg. Linggiu Kota Tinggi 103° 40' 05'' 1° 48' 14'' Sg. Sayong Kota Tinggi 103° 40' 05'' 1° 48' 14'' Sg. Sayong Kota Tinggi 103° 35' 28'' 1° 51' 28'' Sg. Penggeli Kota Tinggi 104° 08' 08'' 1° 44' 39'' Sg. Sedili Kecil Kota Tinggi 104° 12' 13'' 1° 32' 30'' Lebam Dam Kota Tinggi 103° 46' 58'' 1° 44' 47'' Sg. Johor Kota Tinggi 103° 27' 09'' 1° 43' 12'' Sg. Pontian Besar Johor Bahru 103° 54' 43'' 1° 33' 22'' Layang Dam Johor Bahru 103° 50' 14'' 1° 44' 07'' Sg. Johor Johor Bahru 103° 21' 54'' 2° 03' 35'' Sg. Sembrong Kluang 103° 11' 01'' 1° 58' 23'' Sembrong Dam Kluang 103° 17' 47'' 1° 49' 33'' Sg. Benut Kluang 103° 03' 10'' 2° 00' 57'' Sg. Bekok Transf Batu Pahat 104° 03' 12'' 2° 00' 54'' Sg. Bekok Transf Batu Pahat 103° 05' 57'' 1° 52' 33'' Sg. Sembrong Batu Pahat 102° 44' 03'' 2° 10' 49'' Sg. Muar Muar 102° 44' 05'' 2° 10' 48'' Sg. Muar Muar 102° 44' 05'' 2° 10' 48'' Sg. Muar Muar 102° 34' 56'' 2° 19' 37'' Ledang Dam Muar 102° 50' 09'' 2° 31' 07'' Sg. Segamat Segamat 102° 50' 17'' 2° 31' 12'' Sg. Segamat Segamat 102° 49' 59'' 2° 30' 55'' Sg. Segamat Segamat 103° 03' 11'' 2° 28' 01'' Sg. Jauseh Segamat 103° 52' 24'' 1° 44' 42'' Sg. Johor PUB Singapura 103° 39' 40'' 1° 33' 30'' Sg. Skudai PUB Singapura 103° 34' 14'' 1° 32' 30'' Pulai Dam PUB Singapura 103° 44' 24'' 1° 33' 00'' Sg. Tebrau PUB Singapura (2) The State of Pahang Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 102° 27' 00'' 3° 41' 00'' Sg. Pahang Batu Sawar 102° 37' 00'' 3° 26' 00'' Sg. Pahang Bukit Kertau 102° 36' 00'' 3° 30' 00'' Sg. Pahang Chenor 102° 39' 00'' 3° 44' 45'' Sg. Jempol Ulu Jempol 102° 40' 00'' 3° 41' 00'' Sg. Jempol Jengka 3-7 102° 51' 00'' 3° 38' 00'' Sg. Liut Kg. New Zealand 102° 39' 00'' 3° 40' 00'' Sg. Jempol Simpang Jengka 102° 40' 00'' 3° 47' 00'' Sg. Jerik Sg. Jerik Pump House 102° 56' 00'' 3° 20' 00'' Sg. Mentiga Cini 192° 59' 00'' 2° 56' 00'' Sg. Keratung Paluh Rumbeh 102° 32' 48'' 3° 07' 63'' Sg. Aur Aur 102° 51' 27'' 2° 50' 51'' Sg. Keratung Keratung 103° 23' 00'' 3° 30' 15'' Sg. Pahang Kg. Mengkasar 103° 10' 00'' 3° 33' 00'' Sg. Pahang Lepar/Pulau Manis 103° 26' 00'' 3° 08' 00'' Ground Water Nenasi 103° 23' 30'' 3° 30' 54'' Sg. Pahang Peramu 103° 19' 00'' 3° 35' 00'' Sg. Pahang Sekor 101° 53' 00'' 3° 41' 00'' Sg. Bilut Bilut 101° 45' 00'' 3° 44' 00'' Sg. Hijau Bukit Fraser Pump House 101° 49' 00'' 3° 56' 00'' Sg. Cheroh Cheroh 101° 58' 00'' 3° 55' 00'' Sg. Keloi Dong 101° 49' 00'' 4° 19' 00'' Sg. Jelai Kuala Medang Pump House 102° 01' 00'' 3° 42' 00'' Sg. Pertang Lembah Klau 101° 51' 30'' 3° 45' 24'' Sg. Bilut Raub 101° 59' 00'' 3° 44' 30'' Sg. Chalit Sg. Chalit Pump House 102° 00' 00'' 3° 46' 00'' Sg. Kelau Sg. Klau 101° 48' 30'' 3° 44' 00'' Sg. Teras Teras 101° 47' 45'' 4° 12' 30'' Sg. Koyan Sg. Koyan Pump House 103° 29' 36'' 3° 48' 24'' Ground Water Rompin 103° 26' 35'' 2° 37' 15'' Empangan Sg. Anak Endau Loji Air Seladang 102° 10' 30'' 3° 31' 00'' Sg. Semantan Bukit Damar 102° 18' 00'' 3° 18' 00'' Sg. Teriang Bukit Mendi 102° 30' 00'' 2° 18' 00'' Sg. Bera Bera 102° 33' 00'' 3° 24' 00'' Sg. Pahang Charuk Puting 102° 22' 00'' 2° 45' 00'' Sg. Kerau Jenderak Utara 102° 26' 00'' 2° 30' 00'' Sg. Pahang Lubuk Kawah 102° 23' 00'' 3° 31' 00'' Sg. Semantan Mentakab 101° 24' 30'' 3° 14' 30'' Sg. Teriang Triang (Baru) 101° 55' 00'' 3° 29' 00'' Sg. Benus Bt. 4, Jln KL/ Bentong 101° 53' 00'' 3° 20' 00'' Sg. Benus Janda Baik 102° 03' 00'' 3° 26' 00'' Sg. Temelong Karak 101° 53' 00'' 3° 41' 00'' Sg. Bilut Lurah Bilut 102° 07' 10'' 3° 15' 20'' Sg. Gapoi Sg. Gapoi 101° 54' 00'' 3° 39' 00'' Sg. Penjuring Sg. Penjuring 102° 00' 30'' 3° 33' 00'' Sg. Kelau Sg. Sertik 101° 23' 30'' 4° 31' 20'' Sg. Bertam Brinchang 101° 25' 00'' 4° 34' 00'' Sg. Perlong Kuala Terla 101° 21' 00'' 4° 27' 00'' Sg. Jasin Lubok Tamang 101° 24' 10'' 4° 24' 35'' Sg. Bertam Takong Empangan Bertam Valley 101° 23' 50'' 4° 26' 20'' Sg. Luchut Takong Empangan Habu 101° 24' 20'' 3° 34' 40'' Sg. Ikan Takong Empangan Kg. Raja 101° 21' 40'' 4° 24' 20'' Sg. Ringlet Takong Empangan Ringlet 101° 25' 3'' 4° 30' 02'' Sg. Triangkap Takong Empangan Tringkap 102° 11' 00'' 4° 00' 00'' Sg. Cheka Batu Balai 102° 21' 42'' 3° 57' 30'' Sg. Pahang Batu Embun 102° 28' 00'' 3° 53' 00'' Sg. Tekam Jengka 8-15 102° 19' 00'' 4° 03' 00'' Sg. Retang Padang Piol 102° 31' 48'' 3° 52' 00'' Sg. Tekam Sg. Tekam 102° 33' 42'' 3° 50' 00'' Sg. Tekam Sg. Tekam Utara 102° 16' 00'' 4° 05' 00'' Sg. Jelai Mela 102° 11' 00'' 4° 12' 00'' Sg. Jelai Bt. 9 Halt 101° 58' 00'' 4° 02' 00'' Sg. Lipis Benta 101° 59' 00'' 4° 14' 25'' Sg. Jelai Bukit Betong 102° 02' 10'' 4° 10' 20'' Sg. Lipis Kuala Lipis 102° 01' 00'' 4° 38' 00'' Sg. Merapoh Merapoh Pump House 102° 06' 00'' 4° 19' 00'' Sg. Temau Sg. Temau Pump House 103° 22' 00'' 3° 51' 00'' Sg. Jabor Alor Batu Pump House 103° 21' 00'' 4° 01' 00'' Sg. Ular Baru Sg. Ular 103° 12' 00'' 3° 53' 00'' Sg. Riau Bukit Goh 103° 15' 34'' 3° 49' 42'' Sg. Kuantan Bukit Ubi/Kg. Kobat 103° 15' 00'' 3° 15' 00'' Sg. Kuantan Kg. Padang 103° 6' 00'' 3° 33' 00'' Sg. Lepar Lepar Hilir 103° 12' 00'' 3° 53' 00'' Sg. Kuantan Pasir Kemudi 103° 13' 00'' 3° 53' 00'' Sg. Berkelah Paya Bungor 103° 21' 00'' 3° 50' 00'' Sg. Kuantan Semambu 103° 02' 00'' 3° 56'' 0'' Sg. Kuantan Sg. Lembing (3) The State of Kelantan Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 102° 14' 40'' 6° 06' 50'' Kg. Puteh Wellfield Kampong Puteh 102° 16' 40'' 6° 05' 20'' Kubang Kerian Wellfield Kubang Kerian 102° 17' 40'' 6° 09' 40'' Pengkalan Chepa Wellfield Pengkalan Chepa 102° 14' 15'' 6° 05' 50'' Pintu Geng Wellfield Pintu Geng 102° 16' 15'' 6° 08' 30'' Tg Mas Wellfield Tanjung Mas 102° 16' 44'' 6° 05' 18'' Kubang Kerian Wellfield Chicha 102° 15' 57'' 6° 03' 53'' Kg. Seribong Wellfield Chicha 102° 15' 03'' 6° 04' 41'' Kg. Chicha Wellfield Chicha 102° 15' 38'' 6° 05' 12'' Kg. Pasir Hor Wellfield Chicha 102° 16' 48'' 6° 04' 01'' Kg. Pasir Tumboh Wellfield Chicha 102° 15' 44'' 6° 04' 29'' Kg. Pdg. Penyadat Wellfield Chicha 102° 17' 08'' 6° 05' 38'' Kg. Kenali Wellfield Chicha 102° 05' 20'' 6° 12' 30'' Wakaf Bharu Wellfield Wakaf Bharu 102° 10' 20'' 6° 10' 00'' Wakaf Bharu Wellfield Wakaf Bharu 102° 11' 50'' 6° 07' 00'' Kg. Sedar Wellfield Kg. Sedar 102° 09' 23'' 6° 02' 50'' Sg. Kelantan Kelar 101° 58' 00'' 6° 01' 10'' Rantau Panjang Wellfield Rantau Panjang 102° 08' 31'' 6° 02' 15'' Sg. Kelantan Lemal 102° 20' 40'' 6° 02' 30'' Kg. Chap Wellfield Kg. Chap 102° 23' 10'' 5° 00' 50'' Kg. Chap Wellfield Kg. Chap 102° 24' 00'' 6° 02' 50'' Jelawat Wellfield Jelawat 102° 24' 50'' 5° 49' 45'' Sg. Rasau Wakaf Bunut 102° 13' 08'' 5° 31' 17'' Sg. Kelantan Tualang 102° 13' 40'' 5° 28' 20'' Sg. Lebir Pahi 102° 12' 20'' 5° 29' 30'' Sg. Lebir Manik Urai 102° 08' 40'' 5° 41' 50'' Sg. Kelantan Kg. Bandar Kemubu 102° 05' 45'' 5° 55' 50'' Sg. Muring Kemahang 102° 09' 20'' 5° 47' 20'' Sg. Kelantan Bukit Remah 102° 05' 45'' 5° 55' 50'' Sg. Jegor Bendang Nyior 101° 58' 30'' 5° 50' 00'' Sg. Jedok Batu Gajah 102° 05' 30'' 5° 41' 00'' Sg. Kerila Kuala Tiga 101° 53' 25'' 5° 46' 40'' Sg. Lanas Air Lanas 101° 50' 30'' 5° 42' 00'' Sg. Pergau Jeli 101° 50' 10'' 5° 29' 20'' Sg. Terang Kuala Balah 102° 00' 00'' 5° 18' 20'' Sg. Stong Stong 102° 04' 14'' 5° 04' 50'' Sg. Galas Limau Kasturi 102° 18' 29'' 4° 57' 40'' Sg. Lebir Aring 102° 02' 39'' 5° 08' 50'' Sg. Nenggiri Bertam Baru 102° 10' 36'' 4° 53' 56'' Sg. Ciku Ciku 101° 59' 07'' 4° 50' 35'' Sg. Ketil Sg. Ketil 101° 47' 25'' 4° 54' 01'' Sg. Betis Panggung Lalat (4) The State of Perlis Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 100° 09' 14'' 6° 20' 11'' Anak Sungai Terusan Arau 100° 16' 15'' 6° 25' 15'' Telaga Gerek/Mada Canal Arau 100° 19' 00'' 6° 31' 25'' Telaga Gerek Felda Chuping 100° 12' 00'' 6° 42' 30'' Sungai Rasa Wang Kelian 100° 12' 00'' 6° 34' 00'' Empangan Timah Tasoh Timah Tasoh 100° 14' 30'' 6° 33' 15'' Telaga Gerek Semadong (5) The State of Kedah Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 100° 25' 48.3'' 6° 12' 20.5'' Ter. MADA Utara Alor Star 100° 27' 34.8'' 6° 13' 11.9'' Sg. Padang Terap Jitra 100° 36' 56.0'' 6° 14' 48.0'' Kuala Nerang Kuala Nerang 100° 41' 18.0'' 6° 20' 27.5'' Sg. Ahning Padang Sanai 100° 45' 10.5'' 6° 03' 16.3'' Sg. Muda Nami 100° 29' 2.47'' 5° 55' 29.1'' Ter. MADA Selatan Bukit Jenun 100° 43' 53.8'' 6° 00' 05.8'' Sg. Muda Lubuk Merbau 100° 26' 6.2'' 6° 23' 48.0'' Sg. Temin Changloon 100° 38' 43.4'' 5° 54' 26.2'' Sg. Muda Jeneri 100° 29' 47.3'' 5° 34' 13.8'' Sg. Muda Pinang Tunggal 100° 29' 59.6'' 5° 34' 13.8'' Sg. Muda Pinang Tunggal 100° 37' 13.8'' 5° 49' 26.8'' Sg. Muda Jeniang 100° 26' 28.3'' 5° 46' 04.7'' Gunung Jerai Tupah 100° 24' 54.1'' 5° 44' 36.6'' Gunung Jerai Merbok 100° 41' 37.8'' 5° 47' 40.0'' Sg. Chepir Sik 100° 30' 24.5'' 5° 34' 15.6'' Sg. Muda Kulim Hi- Tech 100° 30' 24.5'' 5° 34' 15.6'' Sg. Muda Bukit Selambau 100° 29' 47.3'' 5° 39' 39.7'' Sg. Ketil Baling 100° 29' 59.6'' 5° 40' 23.0'' Gunung Inas Baling 100° 37' 13.8'' 5° 40' 52.4'' Gunung Inas Baling 100° 26' 28.3'' 5° 36' 30.6'' Kuala Ketil Kuala Ketil 100° 24' 54.1'' 5° 43' 24.8'' Sg. Muda Teloi Kanan 100° 29' 47.3'' 5° 19' 40.7'' Sg. Kerian Mahang 100° 29' 59.6'' 5° 28' 57.0'' Sg. Sedim Bikan 100° 37' 13.8'' 5° 21' 50.5'' Sg. Kulim Sg. Ular 100° 26' 28.3'' 5° 08' 18.0'' Sg. Krian Lubuk Buntar 100° 29' 47.3'' 6° 22' 45.8'' Sg. Raga Langkawi 100° 29' 59.6'' 6° 22' 47.3'' Sg. Melaka Langkawi 100° 37' 13.8'' 6° 21' 09.4'' Empangan Malut Langkawi 100° 26' 28.3'' 6° 15' 16.5'' Sg. Teluk Bujur Pulau Tuba 100° 24' 54.1'' 6° 20' 24.3'' Ter. MADA, Arau Langkawi 100° 11' 10'' 6° 20' 26'' Mada Canal (Arau Canal) Sg. Baru (6) The State of Perak Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 100° 55' 15'' 4° 56' 25'' Sg. Biong Sauk 100° 57' 04'' 4° 48' 04'' Sg. Perak Kota Lama Kiri 100° 51' 33'' 4° 45' 04'' Sg. Kangsar Padang Rengas 100° 51' 23'' 4° 36' 17'' Sg. Guar Manong 101° 04' 33'' 4° 49' 21'' Sg. Kerbau Sg. Siput 101° 04' 10'' 4° 47' 42'' Sg. Bemban Sg. Siput 101° 04' 19'' 4° 59' 00'' Sg. Kucha Felda Lasah 101° 10' 45'' 4° 54' 40'' Sg. Kerbau Perlop I 101° 01' 09'' 5° 42' 36'' Sg. Kuak Pengkalan Hulu 101° 00' 20'' 5° 45' 33'' Sg. Semangga Pengkalan Hulu 101° 04' 11'' 5° 42' 00'' Sg. Kuak Lepang Nenering 101° 01' 02'' 5° 38' 08'' Sg. Kajang Klian Intan 101° 08' 03'' 5° 31' 51'' Sg. Berok Kg. Jong 101° 21' 02'' 5° 33' 10'' Sg. Perak - Tasek Temenggor Pulau Banding 101° 12' 43'' 5° 25' 48'' Sg. Perak - Tasek Bersia Grik V 101° 09' 45'' 5° 21' 40'' Sg. Perak Air Ganda 101° 03' 11'' 5° 18' 55'' Sg. Pulau Lawin Kinayat 101° 00' 41'' 5° 11' 43'' Sg. Ibol Sumpitan 100° 57' 38'' 5° 06' 55'' Sg. Lenggong Lenggong 100° 28' 38'' 5° 03' 54'' Terusan Besar Jalan Baru 100° 39' 06'' 4° 57' 38'' Terusan Selinsing Gunung Semanggol 100° 46' 15'' 4° 52' 45'' Sg. Ranting Taiping Headworks 100° 46' 15'' 4° 52' 53'' Sg. Anak Ranting Taiping Headworks 100° 46' 29'' 4° 50' 39'' Sg. Batu Teguh Taiping Headworks 100° 46' 16'' 4° 50' 06'' Sg. Tupai Taiping Headworks 100° 45' 53'' 4° 52' 05'' Sg. Air Terjun Taiping Headworks 100° 49' 23'' 5° 14' 47'' Sg. Seputeh Sungai Bayor 100° 51' 25'' 5° 15' 40'' Sg. Selama Selama 100° 52' 30'' 5° 09' 10'' Sg. Klian Gunung Kelian Gunung 100° 50' 30'' 5° 00' 55'' Sg. Air Hitam Jelai 100° 49' 58'' 4° 54' 27'' Sg. Kurau Batu Kurau 100° 45' 25'' 4° 41' 27'' Sg. Terong Terong 100° 42' 56'' 4° 37' 48'' Sg. Wang Air Terjun 100° 46' 07'' 4° 37' 38'' Sg. Nyior Air Terjun 100° 46' 10'' 4° 36' 32'' Sg. Pulai Air Terjun 100° 46' 13'' 4° 48' 47'' Sg. Larut Air Kuning 100° 44' 45'' 4° 48' 41'' Sg. Buluh Air Kuning 101° 09' 41'' 4° 22' 02'' Sg. Kampar Sg. Kampar 101° 10' 38'' 4° 21' 24'' Sg. Palai Sg. Palai 101° 02' 42'' 4° 37' 45'' Sg. Tapah Sg. Tapah 100° 54' 57'' 4° 29' 17'' Sg. Perak Sultan Idris Shah II 101° 12' 03'' 4° 40' 07'' Sg. Kinta Ulu Kinta 100° 53' 00'' 4° 19' 19'' Sg. Perak Teluk Kepayang 100° 53' 00'' 4° 24' 19'' Sg. Perak Kg. Paloh 100° 54' 12'' 4° 22' 40'' Sg. Perak BB Seri Iskandar 100° 47' 00'' 4° 31' 11'' Sg. Lichin Beruas 100° 47' 07'' 4° 32' 29'' Sg. Beruas Beruas 100° 56' 11'' 4° 11' 02'' Sg. Perak Kampung Gajah 101° 19' 40'' 4° 17' 25'' Sg. Btg. Padang Bukit Temoh 101° 21' 45'' 4° 13' 04'' Sg. Who Bukit Temoh 101° 31' 48'' 3° 47' 52'' Sg. Behrang Sg. Dara 101° 16' 27'' 3° 56' 38'' Sg. Sungkai Felda Gunung Besout 101° 25' 39'' 3° 57' 17'' Sg. Trolak Trolak Selatan 101° 25' 39'' 3° 57' 17'' Sg. Trolak Trolak Timor 101° 24' 41'' 4° 00' 54'' Sg. Tesong Felda Sg. Klah 101° 30' 28'' 3° 53' 30'' Sg. Gelinting Tg. Malim (Proton City) (7) The State of Penang Location of WaterIntake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 100° 16' 10'' 5° 24' 00'' Sg. Air Hitam Pulau Pinang 100° 15' 56'' 5° 24' 13'' Sg. Air Itam (Sg. Tepi) Pulau Pinang for Kolam Air, Air Itam 100° 16' 58'' 5° 26' 25'' Sg. Air Terjun Pulau Pinang 100° 14' 41'' 5° 26' 53'' Sg. Batu Ferringhi Pulau Pinang 100° 14' 28'' 5° 26' 51'' Sg. Batu Ferringhi Pulau Pinang for Kolam Air Guilemard and Kolam Air Batu Ferringhi 100° 14' 20'' 5° 27' 17'' Sg. Batu Ferringhi Pulau Pinang for Kolam Air Guilemard and Kolam Air Batu Ferringhi 100° 14' 42'' 5° 26' 52'' Sg. Batu Ferringhi Pulau Pinang for Kolam Air Guilemard and Kolam Air Batu Ferringhi 100° 14' 45'' 5° 26' 55'' Sg. Batu Ferringhi Pulau Pinang for Kolam Air Guilemard and Kolam Air Batu Ferringhi 100° 14' 45'' 5° 27' 12'' Sg. Batu Ferringhi Pulau Pinang for Kolam Air Guilemard and Kolam Air Batu Ferringhi 100° 14' 45'' 5° 27' 27'' Sg. Batu Ferringhi Pulau Pinang for Kolam Air Guilemard and Kolam Air Batu Ferringhi 100° 17' 32'' 5° 26' 04'' Highlands Pulau Pinang 100° 17' 28'' 5° 25' 02'' Highlands Bekalan for Kolam Air, Air Terjun 100° 16' 23'' 5° 27' 39'' Sg. Kecil Pulau Pinang 100° 16' 18'' 5° 27' 44'' Sg. Kecil Pulau Pinang for Kolam Air Guilemard and Kolam Air Batu Ferringhi 100° 16' 37'' 5° 27' 23'' Sg. Klean Pulau Pinang 100° 15' 49'' 5° 26' 23'' Talian Kuasa Sg. Klean Pulau Pinang for Kolam Air Guilemard and Kolam Air Batu Ferringhi 100° 13' 33'' 5° 24' 15'' Sg. Pinang Barat Pulau Pinang 100° 13' 40'' 5° 24' 16'' Sg. Pinang Barat Bekalan for Kolam Air Balik Pulau 100° 14' 17'' 5° 28' 15'' Anak Sg. Sebelah 3Vs Pulau Pinang 100° 16' 33'' 5° 27' 41'' Sg. Siru Pulau Pinang 100° 16' 45'' 5° 24' 55'' Anak Sg. Tats Pulau Pinang 100° 14' 55'' 5° 25' 09'' Kolam Air Tiger Hill Pulau Pinang for Bukit Bendera area 100° 15' 51'' 5° 23' 46'' Empangan Air Itam Pulau Pinang for Kolam Air, Air Itam 100° 30' 13'' 5° 26' 05'' Sg. Kulim Seberang Perai Utara 100° 29' 15'' 5° 33' 24'' Sg. Muda Seberang Perai Utara 100° 29' 52'' 5° 22' 33'' Kolam Air Bukit Berapit/Sg. Mengkuang Seberang Perai Tengah 100° 30' 39'' 5° 21' 02'' Kolam Air Cherok Tok Kun Seberang Perai Tengah 100° 32' 11'' 5° 09' 35'' Kolam Air Bukit Panchor Seberang Perai Selatan 100° 17' 00'' 5° 25' 00'' Sg. Air Putih Pulau Pinang Air Hitam 100° 14' 41'' 5° 26' 53'' Sg. Batu Ferringhi Pulau Pinang 100° 14' 35'' 5° 28' 00'' Sg. Batu Ferringhi Pulau Pinang Batu Ferringhi 100° 34' 00'' 5° 10' 00'' Sg. Kecil Hilir Seberang Perai Selatan 100° 32' 00'' 5° 09' 00'' Simpang Hantu Seberang Perai Selatan 100° 13' 00'' 5° 26' 30'' Empangan Teluk Bahang Pulau Pinang (8) The State of Selangor Location of Water Intake (1) Name of River/ Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 101° 04' 48'' 3° 43' 48'' Sg. Bernam Sabak Bernam 101° 40' 06'' 3° 27' 54'' Sg. Batang Kali Hulu Selangor 101° 23' 54'' 3° 40' 30'' Sg. Dusun Hulu Selangor 101° 26' 48'' 3° 44' 24'' Sg. Bernam Hulu Selangor 101° 25' 30'' 3° 37' 30'' Sg. Tengi Hulu Selangor 101° 35' 42'' 3° 38' 54'' Sg. Inki Hulu Selangor 101° 41' 30'' 3° 36' 42'' Sg. Gerachi Hulu Selangor 101° 34' 00'' 3° 24' 30'' Sg. Darah Hulu Selangor 101° 26' 48'' 3° 24' 00'' Sg. Selangor/Sg. Tinggi Kuala Selangor 101° 25' 20'' 3° 23' 20'' Sg. Selangor/ Empangan Sg. Tinggi Kuala Selangor 101° 25' 20'' 3° 23' 20'' Sg. Selangor/ Empangan Sg. Tinggi Kuala Selangor 101° 25' 20'' 3° 23' 20'' Sg. Selangor/ Empangan Sg. Tinggi Kuala Selangor 101° 10' 30'' 3° 32' 30'' Sg. Sireh Kuala Selangor 101° 41' 10'' 3° 16' 05'' Sg. Batu/Empangan Batu Gombak 101° 40' 00'' 3° 17' 00'' Sg. Kanching Gombak 101° 44' 00'' 3° 18' 30'' Sg. Gombak Gombak 101° 36' 50'' 3° 14' 15'' Sg. Buloh Gombak 101° 44' 18'' 3° 17' 54'' Sg. Rumput Gombak 101° 37' 36'' 3° 14' 18'' Sg. Keroh Gombak 101° 33' 00'' 3° 01' 05'' Sg. Pusu Gombak 101° 48' 06'' 3° 09' 42'' Sg. Ampang Gombak 101° 29' 00'' 3° 10' 00'' Sg. Subang/Empangan Subang Kelang 101° 47' 18'' 3° 04' 42'' Sg. Langat/Empangan Langat Hulu Langat 101° 46' 36'' 3° 02' 36'' Sg. Langat/Empangan Langat Hulu Langat 101° 47' 12'' 3° 05' 48'' Sg. Serai Hulu Langat 101° 53' 25'' 3° 13' 15'' Sg. Lolo Hulu Langat 101° 53' 15'' 3° 12' 50'' Sg. Pangsoon Hulu Langat 101° 45' 36'' 3° 14' 16'' Sg. Klang/Empangan Klang Gates Kuala Lumpur 101° 40' 48'' 2° 50' 48'' Sg. Langat/Empangan Langat Kuala Langat 101° 43' 05'' 2° 46' 45'' Sg. Labu Sepang 101° 44' 20'' 2° 53' 20'' Sg. Semenyih/Empangan Semenyih Sepang 101° 25.2' 15.9'' 3° 23.2' 19.9'' Batang Berjuntai/Sg. Selangor Kuala Selangor 101° 26' 20.5'' 3° 23' 10.2'' Batang Berjuntai/Sg. Selangor Kuala Selangor 101° 38' 7.7'' 3° 30' 30.4'' Rasa/Sg. Selangor Kuala Selangor 101° 44' 10'' 2° 53' 30'' Sg. Semenyih Sepang 101° 42' 50'' 2° 53' 23'' Sg. Semenyih Sepang 101° 48' 10'' 3° 09' 15'' Sg. Ampang Gombak 101° 41' 56'' 3° 28' 45'' Sg. Batang Kali Hulu Selangor 101° 20' 05'' 3° 40' 50'' Sg. Bernam Sabak Bernam 101° 26' 48'' 3° 44' 30'' Sg. Bernam Hulu Selangor 101° 31' 42'' 3° 24' 24'' Sg. Darah Hulu Selangor 101° 23' 54'' 3° 40' 30'' Sg. Dusun Hulu Selangor 101° 41' 30'' 3° 36' 42'' Sg. Gerachi Kuala Selangor 101° 44' 00'' 3° 18' 30'' Sg. Gombak Gombak 102° 44' 00'' 3° 17' 06'' Sg. Gombak Gombak 101° 36' 10'' 3° 39' 05'' Sg. Inki Hulu Selangor 101° 40' 18'' 3° 16' 24'' Sg. Kepong Gombak 101° 37' 36'' 3° 14' 18'' Sg. Keroh Sg. Keroh 101° 30' 48'' 3° 34' 05'' Sg. Kubu Kuala Selangor 101° 42'' 05'' 2° 47' 05'' Sg. Labu Sepang 101° 40' 48'' 3° 50' 48'' Sg. Langat Kuala Langat 101° 46' 36'' 3° 02' 36'' Sg. Langat Hulu Langat 101° 50' 18'' 3° 44' 42'' Sg. Lolo Hulu Langat 101° 50' 24'' 3° 44' 36'' Sg. Pangsoon Hulu Langat 101° 43' 48'' 3° 17' 48'' Sg. Pusu Gombak 101° 40' 00'' 3° 17' 00'' Sg. Rangkap Gombak 101° 45' 05'' 3° 18' 00'' Sg. Rumput Gombak 101° 26' 48'' 3° 24' 00'' Sg. Selangor Kuala Selangor 101° 26' 48 3° 22' 06'' Sg. Selangor Kuala Selangor 101° 47' 12'' 3° 05' 48'' Sg. Serai Hulu Langat 101° 25' 40'' 3° 38' 15'' Sg. Tengi Hulu Selangor 101° 45' 36'' 3° 14' 16'' Empangan Klang Gates Kuala Lumpur 102° 45' 36'' 4° 14' 16'' Empangan Klang Gate Gombak 101° 47' 30'' 3° 04' 42'' Empangan Sg. Langat (discharge into Sg. Langat) Hulu Langat 101° 41' 10'' 3° 17' 05'' Empangan Sg. Batu Gombak 101° 28' 48'' 3° 10' 00'' Empangan Tasik Subang Kelang (9) The State of Sarawak Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 111° 52' 47'' 1° 34' 52'' Sg. Batang Rajang Sibu 111° 52' 27'' 2° 15' 51'' Sg. Batang Rajang Sibu 110° 16' 42'' 1° 27' 20'' Sg. Sarawak Kiri Batu Kitang, Kuching 110° 16' 44'' 1° 27' 19'' Sg. Sarawak Kiri Batu Kitang, Kuching 110° 16' 33'' 1° 26' 58'' Sg. Sarawak Kiri Batu Kitang, Kuching 110° 16' 31'' 1° 26' 52'' Sg. Sarawak Kiri Batu Kitang, Kuching 110° 12' 30'' 1° 34' 52'' Empangan Matang Matang, Kuching 110° 11' 14'' 1° 36' 33'' Sg. Cina Matang, Kuching 110° 12' 53'' 1° 34' 56'' Sebubut Basin Intake Matang, Kuching 112° 02' 05'' 4° 18' 18'' Sg. Liku Miri 114° 02' 05'' 4° 18' 19'' Sg. Liku Miri 114° 06' 05'' 4° 18' 18'' Sg. Liku Miri 114° 01' 58'' 4° 18' 06'' Sg. Liku Miri 114° 07' 40'' 4° 11' 37'' Sg. Bakong Buri 114° 58' 10'' 4° 40' 01'' Sg. Berawan Limbang 115° 02' 27'' 4° 37' 07'' Sg. Pendaruan Limbang 112° 25' 45'' 2° 40' 30'' Sg. Krat Bako 110° 08' 47'' 1° 08' 47'' Sg. Sarawak Kanan Kuching 109° 51' 11'' 1° 40' 52'' Sg. Lundu Kuching 110° 28' 50'' 1° 38' 48'' Sg. Selabat Kuching 110° 24' 04'' 1° 17' 28'' Sg. Tapah Siburan, Tapah and Beratok 109° 47' 44'' 1° 47' 41'' Sg. Sebat Besar Sematan 110° 01' 56'' 1° 26' 52'' Sg. Siniawan Kuching 111° 31' 10'' 1° 08' 14'' Sg. Batang Undup Sri Aman 111° 25' 00'' 1° 06' 15'' Sg. Dor Melugu 111° 37' 10'' 1° 17' 08'' Sg. Dor Skrang 111° 49' 51'' 1° 00' 11'' Sg. Batang Ai Lubuk Antu 111° 38' 13'' 1° 07' 53'' Sg. Marup Engkili 111° 23' 05'' 1° 18' 22'' Sg. Seterap Pantu 111° 10' 16'' 1° 21' 05'' Sg. Stugok Lingga 112° 50' 05'' 1° 02' 26'' Sg. Lemanak Lubuk Antu LDS 111° 32' 16'' 1° 24' 31'' Sg. Stumbin Stumbin/Bijat 113° 06' 33'' 3° 12' 32'' Sg. Sibiu Bintulu 113° 06' 32'' 3° 12' 27'' Sg. Sibiu Bintulu 111° 02' 09'' 1° 39' 38'' Sg. Meludam Meludam 111° 07' 00'' 1° 10' 00'' Sg. Batang Layar Betong 111° 23' 57'' 1° 39' 12'' Sg. Obar Debak 111° 12' 19'' 1° 38' 01'' Sg. Dumit Beladin 111° 17 15'' 1° 38' 39'' Sg. Undai Pusa 111° 19 34'' 1° 47' 15'' Sg. Sebelak Betong 111° 41' 11'' 2° 04' 54'' Sg. Bintangor Bintangor 111° 30' 05'' 2° 01' 35'' Sg. Bintangor Sarikei 111° 40' 45'' 1° 53' 35'' Sg. Julau Pakan 111° 54' 15'' 2° 01' 41'' Sg. Julau Julau 111° 15' 42'' 2° 00' 54'' Sg. Kerubong Selalang 115° 23' 11'' 4° 49' 34'' Sg. Gaya Lawas 114° 55' 48'' 4° 49' 34'' Sg. Menuang Lubai Tengah 115° 19' 17'' 4° 50' 32'' Sg. Batang Trusan Trusan 115° 16' 15'' 4° 47' 08'' Sg. Batang Trusan Sundar 110° 33' 45'' 1° 09' 45'' Sg. Sadong Serian 110° 37' 0''8 1° 08' 03'' Sg. Sinyaru Triboh 110° 47' 61'' 1° 22' 03'' Sg. Melanjok Simunjan 110° 30' 21'' 1° 05' 53'' Sg. Kayan Terbakang 110° 40' 00'' 1° 12' 23'' Sg. Batang Krang Gedong 110° 37' 01'' 1° 32' 31'' Sg. Nonok Samarahan 110° 56' 06'' 1° 31' 08'' Sg. Sebuyau Sebuyau 110° 21' 18'' 1° 01' 45'' Sg. Suhu Tebedu 110° 45' 58'' 1° 33' 36'' Sg. Sebangan Sebangan 110° 48' 26'' 1° 03' 04'' Sg. Krang Balai Ringin 113° 16' 08'' 3° 06' 43'' Sg. Sebangat Sebauh 112° 51' 32'' 2° 53' 13'' Sg. Sap Kiri Tatau 113° 29' 49'' 3° 15' 39'' Sg. Batang Kemena Labang 113° 42' 49'' 3° 09' 54'' Sg. Jelalang Tubau 112° 47' 05'' 3° 04' 08'' Ground Water Bintulu 112° 47' 15'' 3° 04' 08'' Sg. Anap Bintulu 113° 56' 42'' 3° 09' 52'' Sg. Koyan Bakau 114° 19' 06'' 4° 10' 40'' Sg. Batang Baram Miri 114° 24' 43'' 3° 45' 56'' Sg. Batang Baram Long Lama 113° 55' 44'' 4° 06' 26'' Sg. Kejapil Bekenu 114° 06' 15'' 3° 58' 02'' Sg. Bakong Beluru 113° 47' 02'' 3° 44' 00'' Sg. Niah Niah, Subis 112° 11' 26'' 2° 46' 08'' Sg. Kanowit Kanowit 112° 35' 09'' 3° 00' 47'' Sg. Mukah Ulu Mukah 112° 23' 28'' 2° 22' 28'' Sg. Ulu Mukah Ng. Sekuau 112° 04' 19'' 2° 52' 26'' Sg. Kanowit Machan 112° 04' 46'' 2° 17' 15'' Sg. Bawang Assan Sibu 111° 58' 30'' 2° 41' 15'' Sg. Ngemah Ng. Jagau 111° 18' 21'' 1° 53' 08'' Sg. Kabah Ng. Tada 112° 09' 08'' 2° 55' 18'' Sg. Ngemah Ng. Ngungun 112° 56' 15'' 2° 00' 51'' Sg. Batang Rejang Kapit 113° 46' 02'' 2° 42' 33'' Sg. Belaga Belaga 113° 40' 57'' 1° 49' 08'' Sg. Batang Baleh Ng. Entawau 112° 32' 24'' 2° 56' 17'' Sg. Suyung Balingan 112° 09' 05'' 2° 05' 57'' Sg. Batang Mukah Mukah 111° 43' 10'' 2° 50' 05'' Sg. Lasai Dagan Igan 111° 50' 28'' 2° 44' 11'' Sg. Nangar Kut 112° 21' 36'' 2° 05' 16'' Sg. Setuan Besar Kuala Balingian 111° 30' 42'' 2° 38' 14'' Sg. Mabun Kg. Tian 111° 23' 32'' 2° 2'5 05'' Sg. Muara Serdang Semup 111° 15' 12'' 2° 24' 48'' Ground Water Paloh 111° 35' 08'' 2° 0'4 49'' Sg. Batang Jemoreng Matu 111° 27' 54'' 2° 37' 57'' Sg. Daro Daro 111° 27' 50'' 2° 30' 00'' Ground Water Saai (10) Federal Territory of Labuan Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 115° 11' 00'' 5° 21' 00'' Sg. Kina Benuwa Empangan Air Bukit Kuda 115° 10' 00'' 5° 19' 00'' Sg. Kina Benuwa Empangan Air Sungai Pagar 115° 13' 00'' 5° 19' 00'' Sg. Kina Benuwa Empangan Air Kerupang 115° 12' 59'' 5° 18' 13'' Sg. Kina Benuwa 115° 14' 59'' 5° 17' 36'' Telaga Tiub Borehole No. A19 115° 15' 01'' 5° 17' 27'' Telaga Tiub Borehole No. M 115° 15' 02'' 5° 17' 19'' Telaga Tiub Borehole No. B 115° 15' 17'' 5° 17' 21'' Telaga Tiub Borehole No. A 21 115° 15' 26'' 5° 17' 24'' Telaga Tiub Borehole No. M 11 115° 15' 34'' 5° 17' 38'' Telaga Tiub Borehole No. B 23 115° 15' 20'' 5° 17' 42'' Telaga Tiub Borehole No. A 12 115° 15' 16'' 5° 10' 05'' Telaga Tiub Borehole No. W 5 115° 15' 11'' 5° 17' 53'' Telaga Tiub Borehole No. A 20 115° 15' 01'' 5° 10' 16'' Telaga Tiub Borehole No. B 24 115° 15' 01'' 5° 10' 01'' Telaga Tiub Borehole No. 10 115° 14' 59'' 5° 10' 30'' Telaga Tiub Borehole No. W 4 115° 14' 48'' 5° 18' 45'' Telaga Tiub Borehole No. W 3 115° 14' 26'' 5° 19' 51'' Telaga Tiub Borehole No. B 27 115° 14' 26'' 5° 19' 52'' Telaga Tiub Borehole No. A 14 115° 14' 13'' 5° 19' 36'' Telaga Tiub Borehole No. A 17 115° 14' 29'' 5° 19' 18'' Telaga Tiub Borehole No. A 13 115° 14' 38'' 5° 19' 28'' Telaga Tiub Borehole No. B 26 115° 14' 33'' 5° 19' 05'' Telaga Tiub Borehole No. W 1 115° 14' 39'' 5° 19' 12'' Telaga Tiub Borehole No. B 25 115° 14' 40'' 5° 18' 56'' Telaga Tiub Borehole No. W 2 115° 14' 44'' 5° 18' 28'' Telaga Tiub Borehole No. A 8 115° 14' 28'' 5° 18' 28'' Telaga Tiub Borehole No. A 15 115° 15' 09'' 5° 17' 32'' Telaga Tiub Borehole No. B 22 115° 14' 46'' 5° 18' 00'' Telaga Tiub Borehole No. A 18 (11) The State of Sabah Location of Water Intake (1) Name of River/Reservoir/Well (2) Water Supply Scheme (3) Longitude Latitude (East) (North) 116° 09' 24.2" 5° 55' 21.4" Sg. Moyog Penampang 116° 11' 16.2" 5° 54' 47.6" Empangan Babagon Penampang 116° 06' 33.6" 5° 54' 52.4" Sg. Moyog Penampang 116° 00' 00.1" 5° 41' 06.6" Sg. Papar Papar 115° 56' 51.9" 5° 42' 52.9" Sg. Papar Papar 115° 56' 52.2" 5° 42' 50.2" Sg. Papar Papar 116° 02' 12.5" 5° 42' 31.4" Sg. Papar Papar 116° 14' 34.3" 6° 08' 49.9" Sg. Tuaran Tamparuli 116° 16' 09.9" 6° 07' 54.9" Sg. Tuaran Tamparuli 116° 14' 14.3" 6° 09' 12.2" Sg. Tuaran Tamparuli 116° 13' 56.6" 6° 08' 24.9" Sg. Tuaran Tamparuli 116° 17' 55.7" 6° 11' 20.4" Sg. Damit Tuaran 116° 13' 43.2" 6° 10' 26.1" Sg. Tuaran Tuaran 118° 06' 49.7" 5° 51' 14.2" Boreholes Sandakan 118° 06' 47.9" 5° 51' 22.0" Boreholes Sandakan 118° 06' 29.0" 5° 51' 21.4" Boreholes Sandakan 118° 06' 12.9" 5° 51' 27.6" Boreholes Sandakan 118° 05' 51.5" 5° 51' 21.6" Boreholes Sandakan 118° 04' 41.3" 5° 51' 17.0" Boreholes Sandakan 118° 03' 45.1" 5° 49' 58.8" Boreholes Sandakan 118° 03' 49.1" 5° 50' 04.1" Boreholes Sandakan 118° 04' 07.6" 5° 50' 36.7" Boreholes Sandakan 118° 04' 14.1" 5° 50' 45.5" Pond Sandakan 118° 04' 19.8" 5° 50' 57.5" Boreholes Sandakan 118° 04' 31.8" 5° 51' 14.1" Boreholes Sandakan 118° 03' 03.6" 5° 50' 36.5" Boreholes Sandakan 118° 03' 01.2" 5° 50' 24.9" Pond Sandakan 118° 02' 41.5" 5° 50' 13.6" Boreholes Sandakan 118° 02' 46.4" 5° 50' 00.0" Boreholes Sandakan 118° 02' 50.8" 5° 49' 57.9" Pond Sandakan 118° 02' 26.5" 5° 49' 34.2" Boreholes Sandakan 118° 02' 24.3" 5° 49' 20.8" Boreholes Sandakan 118° 02' 11.6" 5° 49' 59.1" Boreholes Sandakan 118° 01' 44.8" 5° 50' 18.7" Boreholes Sandakan 118° 01' 56.1" 5° 49' 39.3" Boreholes Sandakan 118° 01' 35.2" 5° 4'9 30.1" Boreholes Sandakan 118° 01' 22.4" 5° 49' 25.5" Boreholes Sandakan 118° 01' 19.2" 5° 48' 53.9" Boreholes Sandakan 118° 04' 42.1" 5° 51' 16.0" Boreholes Sandakan 117° 50' 11.3" 5° 29' 07.2" Sg. Kinabatangan Kinabatangan 117° 32' 00" 5° 53' 00" Sg. Muanad Beluran 117° 52' 48.3" 4° 16' 47.0" Sg. Tawau Tawau 117° 53' 52.2" 4° 21' 00.4" Sg. Tawau Tawau 117° 46' 31.7" 4° 27' 10.0" Sg. Merotai Tawau 118° 10' 09.6" 5° 00' 11.4" Empangan Sepagaya Lahad Datu 118° 13' 28.0" 5° 06' 01.2" Sg. Segama Lahad Datu 118° 49' 50.8" 5° 04' 24.5" Sg. Tungku Lahad Datu 118° 14' 34.7" 4° 28' 52.3" Sg. Kalumpang Semporna 118° 11' 04.4" 4° 35' 10.9" Sg. Kalumpang Kunak 116° 08' 48.8" 5° 22' 39.9" Sg. Liawan Keningau 116° 10' 01.6" 5° 26' 18.0" Sg. Bayayo Keningau 116° 20' 04.4" 5° 41' 49.6" Sg. Tondulu Tambunan 115° 56' 06.0" 5° 06' 58.7" Sg. Padas Tenom 115° 55' 01.8" 4° 53' 38.8" Sg. Padas Tenom 116° 25' 59.4" 5° 02' 01.5" Sg. Panawan Pensiangan 116° 18' 12.6" 5° 08' 38.2" Sg. Sook Sook 115° 46' 10.9" 5° 20' 36.2" Sg. Padas Beaufort 115° 34' 37.5" 5° 06' 31.0" Sg. Lukutan Sipitang 115° 48' 04.0" 5° 28' 19.7" Sg. Membakut Membakut 116° 48' 04.4" 6° 56' 20.5" Empangan Pinangsoo Kudat 116° 44' 56.6" 6° 28' 01.1" Sg. Bandau Kota Marudu 116° 44' 54.1" 6° 27' 57.1" Sg. Pengapunya Kota Marudu 117° 01' 50.1" 6° 40' 45.1" Sg. Bengkoka Pitas 116° 26' 05.4" 6° 21' 31.8" Sg. Tempasuk Kota Belud 116° 37' 43.4" 5° 57' 16.1" Sg. Liwagu Ranau 117° 06' 00" 5° 37' 00" Sg. Maliau Telupid 116° 59' 00" 5° 16' 00" Sg. Milian Tongod 116° 50' 00" 5° 12' 00" Sg. Melikop Tongod (12) The State of Terengganu Location of Water Intake (1) Name of River/ Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 103° 21' 20" 4° 40' 40" Loji Air Bukit Bauk Dungun 103° 20' 18" 4° 47' 40" Loji Air Serdang Dungun 103° 10' 20" 4° 49' 10" Loji Air Tepus Dungun 103° 19' 10" 4° 13' 00" Loji Air Bukit Sah Kemaman 103° 11' 50" 4° 06' 35" Loji Air Cherul Kemaman 103° 03' 50" 5° 15' 55" Loji Air Kepong Kuala Terengganu 103° 05' 40" 5° 17' 37" Loji Air Bukit Losong Kuala Terengganu 103° 00' 35" 5° 04' 30" Loji Air Kuala Berang Hulu Terengganu 103° 02' 45" 4° 55' 45" Loji Air Gunung Hulu Terengganu 102° 58' 05" 5° 09' 10" Loji Air Telemong Hulu Terengganu 103° 12' 15" 4° 50' 38" Loji Air Jerangau Hulu Terengganu 102° 30' 00" 5° 38' 05" Loji Air Bukit Bunga (new and old) Besut 102° 45' 00" 5° 05' 00" Loji Air Pulau Perhentian Besut 102° 45' 00" 5° 31' 50" Sg. Setiu Setiu 102° 49' 42" 5° 26' 18" Sg. Chalok Setiu 102° 51' 42" 5° 20' 12" Sg. Nerus Setiu (13) The State of Negeri Sembilan Location of Water Intake (1) Name of River/ Reservoir/Well (2) Water Supply Scheme (3) Longitude (East) Latitude (North) 102° 20' 32'' 2° 34' 06'' Empangan Gemencheh Gemencheh 102° 34' 18.0'' 2° 38' 35'' Sg. Muar Gemas Baru 102° 32' 21'' 2° 38' 23'' Sg. Muar Pasir Besar 102° 21' 10'' 2° 40' 14'' Sg. Dangi Dangi Baru 102° 23' 49'' 2° 36' 16'' Telaga Tiub Bukit Rokan Bukit Rokan 102° 03' 17'' 2° 39' 40'' Sg. Beringin Pedas Baru 102° 34' 18'' 2° 38' 59'' Empangan Batu Hampar Pedas Lama 102° 22' 01'' 2° 43.00' Sg. Jelai Felda Kepis 102° 14' 79'' 2° 44' 02'' Sg. Muar Bukit Pilah 102° 14' 22'' 2° 44' 25'' Sg. Muar Kuala Pilah 102° 04' 3'' 2° 42' 44'' Sg. Batang Terachi Ulu Bendul 102° 08' 51.7'' 2° 47' 10'' Empangan Talang/Sg. Muar Air Talang 102° 24.090' 2° 44' 24'' Sg. Muar Kuala Jelai 102° 22' 0.05'' 2° 48' 59'' Sg. Muar Bahau Baru 102° 22' 24.8'' 2° 47' 59'' Sg. Muar Jempol 102° 0.1' 26.4'' 2° 48' 14'' Hutan Simpan Berembun Pantai 101° 55' 04.5'' 2° 56' 06'' Sg. Broga Broga 101° 59' 43.4'' 2° 45' 31'' Sg. Batang Benar Terip 101° 00' 14.3'' 2° 45' 33'' Empangan Sg. Terip Loji Rawatan Air Sg. Terip 102° 14.784' 2° 44' 25'' Sg. Mahang Mahang 101° 50.000' 2° 48' 14'' Sg. Ngoi-Ngoi Ngoi-Ngoi 102° 56.927 2° 36' 12'' Sg. Linggi Linggi 102° 03' 59" 02° 56' 13.1" Sg. Kemin Kuala Klawang 102° 13' 04.7'' 3° 04' 31'' Sg. Triang Lakai 102° 06' 40.0'' 3° 04' 02'' Sg. Kenaboi Felda Titi 102° 13' 36" 02° 57' 54" Sg. Pertang Durian Tawar (14) The State of Melaka Location of Water Intake (1) Name of River/Reservoir/Well Water Supply Scheme (3) (2) Longitude (East) Latitude (North) 102° 15' 50'' 2° 17' 55'' Sg. Melaka Jasin, Melaka Tengah and Alor Gajah 102° 18' 40'' 2° 20' 00'' Empangan Durian Tunggal Melaka Tengah, Alor Gajah and Jasin 102° 15' 50'' 2° 17' 55'' Sg. Melaka Melaka Tengah, Alor Gajah and Jasin 102° 15' 25'' 2° 24' 35'' Sg. Batang Melaka Alor Gajah, Masjid Tanah and Lubuk Cina 102° 29' 12'' 2° 16' 00'' Sg. Kesang Jasin 102° 28' 15'' 2° 11' 50'' Sg. Kesang Jasin and Merlimau 102° 22' 15'' 2° 26' 35'' Empangan Jus Alor Gajah, Masjid Tanah and Lubuk Cina 102° 35' 16'' 2° 24' 23'' Empangan Asahan Asahan, Simpang. Bekoh, Nyalas and Bukit Senggeh 102° 45' 02'' 2° 12' 10'' Sg. Muar Melaka Tengah, Alor Gajah and Jasin SEVENTH SCHEDULE (Regulation 12) ACCEPTABLE CONDITIONS FOR DISCHARGE OF INDUSTRIAL EFFLUENT CONTAINING CHEMICAL OXYGEN DEMAND (COD) FOR SPECIFIC TRADE OR INDUSTRY SECTOR (1) Trade/Industry (2) Unit (3) Standard (4) Standard A B (a) Pulp and paper industry (i) pulp mill mg/L 80 350 (ii) paper mill (recycled) mg/L 80 250 (iii) pulp and paper mill mg/L 80 300 (b) Textile industry mg/L 80 250 (c) Fermentation and distillery industry mg/L 400 400 (d) Other industries mg/L 80 200 EIGHTH SCHEDULE (Regulation 13) ACCEPTABLE CONDITIONS FOR DISCHARGE OF MIXED EFFLUENT CONTAINING CHEMICAL OXYGEN DEMAND (COD) (1) Unit (2) Standard (3) Standard A B mg/L 80 200 NINTH SCHEDULE (Regulation 14) LIST OF PARAMETERS FOR DISCHARGE OF INDUSTRIAL EFFLUENT OR MIXED EFFLUENT WHICH BEST MANAGEMENT PRACTICE TO BE ADOPTED (i) Nitrate Nitrogen (ii) Sulphate (iii) Chloride (iv) Cobalt (v) Detergent, Anionic (vi) Molybdenum (vii) Phosphate (as P) (viii) Polychlorinated Biphenyls (ix) Beryllium (x) Vanadium (xi) Pesticides, fungicides, herbicides, rodenticides, fumigants or any other biocides any other chlorinated hydrocarbons (xii) Any substance that either by itself or in combination or by reaction with other waste may give rise to any gas, fume or odour or substance which causes or likely to cause pollution (xiii) Total Organic Carbon (xiv) Whole Effluent Toxicity (WET) (xv) Dioxin (xvi) Endocrine disruptors TENTH SCHEDULE [Subregulation 7(2)] MONTHLY INDUSTRIAL EFFLUENT OR MIXED EFFLUENT DISCHARGE MONITORING REPORT SECTION I IDENTIFICATION 1. (i) Name and address of premises: ........................................................................................................................................... ........................................................................................................................................... Telephone number:......................Fax number:..................................... (ii) File reference number (if applicable): ................................................ 2. (i) Name and address of accredited analytical laboratory: ............................................................................................................................................. ............................................................................................................................................. Telephone number:......................Fax number:................................... (ii) Name of analyst: ............................................................................................................................................. 3. (i) Reporting year:...................................................................................... (ii) Reporting month: ...................................................................................... SECTION II INFORMATION ON INDUSTRIAL EFFLUENT OR MIXED EFFLUENT 4. (i) Flowrate* Minimum:......................... m3/d, Maximum:............................. m3/d (ii) Quality of effluent discharged (unit in mg/L) Parameter*** First Week Second Week Third Week Fourth Week Date: Date: Date: Date: Temperature pH Value BOD at 20°C COD Suspended Solids Mercury Cadmium Chromium, Hexavalent Arsenic Cyanide Lead Chromium, Trivalent Copper Manganese Nickel Tin Zinc Boron Iron Silver Aluminium Selenium Barium Fluoride Formaldehyde Phenol Free Chlorine Sulphide Oil and Grease (n-hexane extract) Ammoniacal Nitrogen Colour**