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Industrial Effluent Regulations 2009

Key information

Industrial Effluent Regulations 2009: Sets discharge standards and treatment requirements for industrial wastewater in Malaysia.

Regulation 1. Citation

  • These regulations may be cited as the Environmental Quality (Industrial Effluent) Regulations 2009.

Regulation 2. Interpretation

  • 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;
    “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.

Regulation 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 .

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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 concentration 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.

Regulation 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.

Regulation 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 .

Regulation 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 .

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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.

Regulation 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 Regulations 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 Regulations 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 Regulations;
    • (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 Regulations 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 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

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 (1)(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. 1.
    (i) Name of owner or occupier:
    (ii) Identification card number:
    (iii) Address of owner or occupier:
    (iv) Telephone number:
    Fax number:
  2. 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. 3.
    (i) Name of premise:
    (ii) Address of premise:
    (iii) Telephone number:
    Fax number:
    (iv) Latitude: degree: minutes: second:
    Longitude: degree: minutes: second:

B. OPERATIONAL INFORMATION

  1. 4.
    Proposed commencement date of construction of premise or upgrading work:
  2. 5.
    Proposed date of occupation/use of premise or the date premise has been occupied/used or completion of upgrading work:
  3. 6.
    If the notification is to increase the capacity of industrial effluent treatment system, please state the reason:
  4. 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
  5. 8.

    List of raw materials/chemicals *

    Item/NameUnit of quantityQuantity per month
    Material name
    Material unit
    Material quantity
    Material name
    Material unit
    Material quantity
    Material name
    Material unit
    Material quantity
  6. 9.

    List of products *

    Item/NameUnit of quantityQuantity per month
    Product name
    Product unit
    Product quantity
    Product name
    Product unit
    Product quantity
    Product name
    Product unit
    Product quantity
  7. 10.
    Describe in detail all production processes and attach relevant flow diagrams

    *(please use attachment if required)

  8. 11.
    Has cleaner production concept been considered in the proposal? Please give details

C. INFORMATION ON WATER SUPPLY AND CONSUMPTION

  1. 12.
    Water useSourceAverage quantity, m³ per day
    (i) Potable water
    Potable water source
    Potable water average quantity
    (ii) Process water
    Process water source
    Process water average quantity
    (iii) Boiler feed water
    Boiler feed water source
    Boiler feed water average quantity
    (iv) Cooling water
    Cooling water source
    Cooling water average quantity
    (v) Others
    Others source
    Others average quantity
  2. 13.
    Is the water treated before use?
    • Yes
    • No

    (Please tick (√) in appropriate box)

  3. 14.
    If yes, please describe the method of managing the sludge generated*

    *(please use attachment if required)

D. INFORMATION ON INDUSTRIAL EFFLUENT TREATMENT SYSTEM AND EFFLUENT DISPOSAL

  1. 15.

    Submit the following information*:

    1. (i)

      Production process flow chart showing points of industrial effluent or mixed effluent generation and flow rate

    2. (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 should include overall assessment of the causes contributing to the failure of the existing treatment system to comply with the discharge standard.

    3. (iii)

      Description of the industrial effluent treatment technologies proposed

    4. (iv)

      Design basis and calculations of proposed industrial effluent treatment system

    5. (vii)

      Calculation and summary of mass balance and block diagram showing the efficiency of unit operations and unit processes for every treated parameter.

    6. (v)

      Detailed engineering drawings of treatment system (layout, cross section, plan view and side view) including piping 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.

    7. (vi)

      #Factory layout plan showing final industrial effluent or mixed effluent discharge point marked ‘X’

    8. (viii)

      List of major equipment of industrial effluent treatment system including list of spare parts/stand by equipment such as pump, pH meter etc. Document/catalogue of relevant equipment should be submitted

    9. (ix)

      Proposed measures/plans to ensure continuous compliance including period involving maintenance work taking into consideration the requirements at the design and operational stages

    10. (x)

      Proposed implementation schedule for the construction of industrial effluent treatment system

    11. (xi)

      Performance guarantee for the industrial effluent treatment system

    12. (xii)

      Consultant/contractor’s appointment letter from the premises # (All plans shall be in A1 size)

D. INFORMATION ON INDUSTRIAL EFFLUENT TREATMENT SYSTEM AND EFFLUENT DISPOSAL (continued)

  1. 16.

    Industrial effluent or mixed effluent discharge

    (i) Watercourse
    • Yes
    • No
    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
    • Yes
    • No
    Percentage of process water recycled:
    (iv) Others: specify:

    *(please use attachment if required)

  2. 17.

    Mode and characteristic of effluent discharged

    (i) Mode of industrial or mixed effluent discharge
    • (a) Batch discharge
    • (b) Continuous 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:
    Quantity of continuous effluent discharge — Average quantity/maximum quantity: m³ per hour / m³ per day / m³ per month / m³ per year

QUALITY OF EFFLUENT DISCHARGE

(ii) Parameter (in mg/l, unless otherwise specified)

No.ParameterRaw EffluentTreated Effluent
(1)Temperature °C
Temperature °C raw effluent
Temperature °C treated effluent
(2)pH
pH raw effluent
pH treated effluent
(3)BOD₅, 20°C
BOD₅, 20°C raw effluent
BOD₅, 20°C treated effluent
(4)COD
COD raw effluent
COD treated effluent
(5)Suspended solids
Suspended solids raw effluent
Suspended solids treated effluent
(6)Mercury
Mercury raw effluent
Mercury treated effluent
(7)Cadmium
Cadmium raw effluent
Cadmium treated effluent
(8)Chromium, Hexavalent
Chromium, Hexavalent raw effluent
Chromium, Hexavalent treated effluent
(9)Arsenic
Arsenic raw effluent
Arsenic treated effluent
(10)Cyanide
Cyanide raw effluent
Cyanide treated effluent
(11)Lead
Lead raw effluent
Lead treated effluent
(12)Chromium, Trivalent
Chromium, Trivalent raw effluent
Chromium, Trivalent treated effluent
(13)Copper
Copper raw effluent
Copper treated effluent
(14)Manganese
Manganese raw effluent
Manganese treated effluent
(15)Nickel
Nickel raw effluent
Nickel treated effluent
(16)Tin
Tin raw effluent
Tin treated effluent
(17)Zinc
Zinc raw effluent
Zinc treated effluent
(18)Boron
Boron raw effluent
Boron treated effluent
(19)Iron
Iron raw effluent
Iron treated effluent
(20)Phenol
Phenol raw effluent
Phenol treated effluent
(21)Aluminium
Aluminium raw effluent
Aluminium treated effluent
(22)Barium
Barium raw effluent
Barium treated effluent
(23)Oil and Grease
Oil and Grease raw effluent
Oil and Grease treated effluent
(24)Cobalt
Cobalt raw effluent
Cobalt treated effluent
(25)Silver
Silver raw effluent
Silver treated effluent
(26)Fluoride as F
Fluoride as F raw effluent
Fluoride as F treated effluent
(27)Formaldehyde
Formaldehyde raw effluent
Formaldehyde treated effluent
(28)Molybdenum
Molybdenum raw effluent
Molybdenum treated effluent
(29)Chloride
Chloride raw effluent
Chloride treated effluent
(30)Chlorine (Free)
Chlorine (Free) raw effluent
Chlorine (Free) treated effluent
(31)Selenium
Selenium raw effluent
Selenium treated effluent
(32)Sulphide
Sulphide raw effluent
Sulphide treated effluent
(33)Sulphate
Sulphate raw effluent
Sulphate treated effluent
(34)Colour
Colour raw effluent
Colour treated effluent
(35)Ammoniacal Nitrogen
Ammoniacal Nitrogen raw effluent
Ammoniacal Nitrogen treated effluent
(36)Nitrate Nitrogen
Nitrate Nitrogen raw effluent
Nitrate Nitrogen treated effluent
(37)Phosphate (as P)
Phosphate (as P) raw effluent
Phosphate (as P) treated effluent
(38)Detergents, Anionic
Detergents, Anionic raw effluent
Detergents, Anionic treated effluent
(39)Beryllium
Beryllium raw effluent
Beryllium treated effluent
(40)Vanadium
Vanadium raw effluent
Vanadium treated effluent
(41)Polychlorinated Biphenyls
Polychlorinated Biphenyls raw effluent
Polychlorinated Biphenyls treated effluent
(42)Pesticides, fungicides, herbicides, insecticides, rodenticides, fumigants, or any other biocides or any other chlorinated hydrocarbons
Pesticides, fungicides, herbicides, insecticides, rodenticides, fumigants, or any other biocides or any other chlorinated hydrocarbons raw effluent
Pesticides, fungicides, herbicides, insecticides, rodenticides, fumigants, or any other biocides or any other chlorinated hydrocarbons treated effluent
(43)Any substance that either by itself or in combination or by reaction with other waste or refuse may give rise to any gas, fume or odour or substance which causes or is likely to cause pollution
Any substance that either by itself or in combination or by reaction with other waste or refuse may give rise to any gas, fume or odour or substance which causes or is likely to cause pollution raw effluent
Any substance that either by itself or in combination or by reaction with other waste or refuse may give rise to any gas, fume or odour or substance which causes or is likely to cause pollution treated effluent

** As per item 15(ii) on IECS information

E. SLUDGE PRODUCTION AND DISPOSAL

  1. 18.
    State whether any inflammable solvents, tar or other liquids immiscible with water are used or generated in the production processes
  2. 19.

    Sludge generated from the production and industrial effluent treatment unit operations and unit processes:

    Types of sludge (chemical/biological)SourceAverage quantity metric tons per day
    Type of sludge
    Sludge source
    Average sludge quantity
    Type of sludge
    Sludge source
    Average sludge quantity
    Type of sludge
    Sludge source
    Average sludge quantity
  3. 20.
    Describe the proposed method of sludge storage/disposal

F. PERFORMANCE MONITORING PROGRAMME FOR INDUSTRIAL EFFLUENT TREATMENT SYSTEM

  1. 21.

    Describe using additional attachment detailed proposal on performance monitoring programme for each major unit process and unit operation including information on equipment, competent operator, 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 is true and correct.

Date:
Signature of owner or occupier or authorized agent***
Telephone number:
Full name:
Identity card number:
Fax number:
Designation:
Official Stamp of the Company:

***Delete whichever is not applicable

THIRD SCHEDULE [Subregulation 4(2)] - WRITTEN DECLARATION ON DESIGN AND CONSTRUCTION OF INDUSTRIAL EFFLUENT TREATMENT SYSTEM

THIRD SCHEDULE
[Subregulation 5(3)]

WRITTEN DECLARATION ON DESIGN AND CONSTRUCTION OF INDUSTRIAL EFFLUENT TREATMENT SYSTEM

Name of premise:
Address of premise:
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 premise)
Date:
Identity card number:
(Signature of the Engineer responsible for treatment process design)
Date:
Identity card number:
* Discipline: chemical/environmental/ others (please specify)
B.E.M. registration number:
(Signature of the Engineer responsible for structural design)
Date:
Identity card number:

Discipline: civil.

B.E.M. registration number:
(Signature of the Engineer responsible for design of mechanical components)
Date:
Identity card number:

Discipline: mechanical

B.E.M. registration number:
(Signature of the Engineer responsible for design of electrical and electronic components)
Date:
Identity card number:

Discipline: electrical

B.E.M. registration number:

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

Search 30 rows
Parameter (1)Unit (2)Standard
A (3)B (4)
(i)Temperature°C4040
(ii)pH Value6.0–9.05.5–9.0
(iii)BOD₅ at 20ºCmg/L2050
(iv)Suspended Solidsmg/L50100
(v)Mercurymg/L0.0050.05
(vi)Cadmiummg/L0.010.02
(vii)Chromium, Hexavalentmg/L0.050.05
(viii)Chromium, Trivalentmg/L0.201.0
(ix)Arsenicmg/L0.050.10
(x)Cyanidemg/L0.050.10
(xi)Leadmg/L0.100.5
(xii)Coppermg/L0.201.0
(xiii)Manganesemg/L0.201.0
(xiv)Nickelmg/L0.201.0
(xv)Tinmg/L0.201.0
(xvi)Zincmg/L2.02.0
(xvii)Boronmg/L1.04.0
(xviii)Iron (Fe)mg/L1.05.0
(xix)Silvermg/L0.11.0
(xx)Aluminiummg/L1015
(xxi)Seleniummg/L0.020.5
(xxii)Bariummg/L1.02.0
(xxiii)Fluoridemg/L2.05.0
(xxiv)Formaldehydemg/L1.02.0
(xxv)Phenolmg/L0.0011.0
(xxvi)Free Chlorinemg/L1.02.0
(xxvii)Sulphidemg/L0.500.50
(xxviii)Oil and Greasemg/L1.010
(xxix)Ammoniacal Nitrogenmg/L1020
(xxx)ColourADMI*100200

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:
Search 48 rows
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 DamMersing
103° 47′ 31″2° 30′ 22″Conggok DamMersing
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 LombongMersing
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 DamKota 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 DamJohor 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 DamKluang
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 DamMuar
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 DamPUB Singapura
103° 44′ 24″1° 33′ 00″
Sg. Tebrau
PUB Singapura
Search 76 rows
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 WaterNenasi
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
102° 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 WaterRompin
103° 26′ 35″2° 37′ 15″Empangan Sg. Anak EndauLoji 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″3° 00′ 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
102° 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° 06′ 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′ 00″
Sg. Kuantan
Sg. Lembing
Search 41 rows
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 WellfieldKubang Kerian
102° 17′ 40″6° 09′ 40″Pengkalan Chepa WellfieldPengkalan Chepa
102° 14′ 15″6° 05′ 50″Pintu Geng WellfieldPintu Geng
102° 16′ 15″6° 08′ 30″Tg Mas WellfieldTanjung Mas
102° 16′ 44″6° 05′ 18″Kubang Kerian WellfieldChicha
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 WellfieldWakaf Bharu
102° 10′ 20″6° 10′ 00″Wakaf Bharu WellfieldWakaf 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 WellfieldRantau Panjang
102° 08′ 31″6° 02′ 15″
Sg. Kelantan
Lemal
102° 20′ 40″6° 02′ 30″
Kg. Chap Wellfield
Kg. Chap
102° 23′ 10″6° 00′ 50″
Kg. Chap Wellfield
Kg. Chap
102° 24′ 00″6° 00′ 20″Jelawat WellfieldJelawat
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′ 00″
Sg. Muring
Kemahang
102° 09′ 00″5° 47′ 20″
Sg. Kelantan
Bukit Remah
102° 05′ 45″5° 55′ 50″
Sg. Jegor
Bendang Nyor
101° 58′ 30″5° 50′ 00″
Sg. Jedok
Batu Gajah
102° 30′ 00″5° 02′ 00″
Sg. Kerila
Kuala Tiga
101° 53′ 25″5° 46′ 00″
Sg. Lanas
Air Lanas
101° 50′ 10″5° 29′ 00″
Sg. Pergau
Jeli
102° 00′ 00″5° 18′ 00″
Sg. Terang
Kuala Balah
102° 04′ 14″5° 04′ 50″
Sg. Stong
Stong
102° 18′ 00″5° 47′ 00″
Sg. Galas
Limau Kasturi
102° 13′ 00″5° 24′ 00″
Sg. Lebir
Aring
102° 36′ 05″3° 53′ 56″
Sg. Nenggiri
Bertam Baru
102° 36′ 05″4° 30′ 55″
Sg. Ciku
Ciku
102° 09′ 07″4° 30′ 55″
Sg. Ketil
Sg. Ketil
103° 47′ 25″4° 54′ 01″
Sg. Betis
Panggung Lalat
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 SungaiTerusan Arau
100° 16′ 15″6° 25′ 15″Telaga Gerek / Mada CanalArau
100° 19′ 00″6° 31′ 25″Telaga GerekFelda Chuping
100° 12′ 00″6° 42′ 30″Sungai RasaWang Kelian
100° 12′ 00″6° 34′ 00″Empangan Timah TasohTimah Tasoh
100° 14′ 30″6° 33′ 15″Telaga GerekSemadong
Search 32 rows
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 NerangKuala 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 JeraiTupah
100° 24′ 54.1″5° 44′ 36.6″Gunung JeraiMerbok
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 InasBaling
100° 37′ 13.8″5° 40′ 52.4″Gunung InasBaling
100° 26′ 28.3″5° 36′ 30.6″Kuala KetilKuala 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 MalutLangkawi
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
Search 56 rows
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 BesarJalan Baru
100° 39′ 06″4° 57′ 38″Terusan SelinsingGunung 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
100° 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)
Search 34 rows
Location of Water Intake (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″HighlandsPulau Pinang
100° 17′ 28″5° 25′ 02″HighlandsBekalan 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. KleanPulau 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 3VsPulau Pinang
100° 16′ 33″5° 27′ 41″
Sg. Siru
Pulau Pinang
100° 16′ 45″5° 24′ 55″Anak Sg. TatsPulau Pinang
100° 14′ 55″5° 25′ 09″Kolam Air Tiger HillPulau Pinang for Bukit Bendera area
100° 15′ 51″5° 23′ 46″Empangan Air ItamPulau 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. MengkuangSeberang Perai Tengah
100° 30′ 39″5° 21′ 02″Kolam Air Cherok Tok KunSeberang Perai Tengah
100° 32′ 11″5° 09′ 35″Kolam Air Bukit PanchorSeberang 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 HantuSeberang Perai Selatan
100° 13′ 00″5° 26′ 30″Empangan Teluk BahangPulau Pinang
Search 51 rows
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° 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. SelangorKuala Selangor
101° 26′ 20.5″3° 23′ 10.2″Batang Berjuntai/Sg. SelangorKuala Selangor
101° 38′ 7.7″3° 30′ 30.4″Rasa/Sg. SelangorKuala 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° 51′ 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
102° 04′ 05″2° 47′ 05″
Sg. Labu
Sepang
101° 47′ 30″3° 04′ 42″Empangan Sg. Langat (discharge into Sg. Langat)Hulu Langat
101° 41′ 10″3° 17′ 05″Empangan Sg. BatuGombak
101° 28′ 48″3° 10′ 00″Empangan Tasik SubangKelang
Search 93 rows
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 MatangMatang, Kuching
110° 11′ 14″1° 36′ 33″
Sg. Cina
Matang, Kuching
110° 12′ 53″1° 34′ 56″Sebubut Basin IntakeMatang, 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° 00′ 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
112° 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″81° 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 WaterBintulu
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° 25′ 05″
Sg. Muara Serdang
Semup
111° 15′ 12″2° 24′ 48″Ground WaterPaloh
111° 35′ 08″2° 04′ 49″
Sg. Batang Jemoreng
Matu
111° 27′ 54″2° 37′ 57″
Sg. Daro
Daro
111° 27′ 50″2° 30′ 00″Ground WaterSaai
Search 29 rows
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
Search 68 rows
Location of Water Intake (1)Name of River/Reservoir/Well (2)Water Supply Scheme (3)
Longitude (East)Latitude (North)
116° 09′ 24.2″5° 55′ 21.4″
Sg. Moyog
Penampang
116° 11′ 16.2″5° 54′ 47.6″Empangan BabagonPenampang
116° 06′ 33.6″5° 54′ 32.4″
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
117° 55′ 7.6″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″BoreholesSandakan
118° 06′ 47.9″5° 51′ 22.0″BoreholesSandakan
118° 06′ 29.0″5° 51′ 21.4″BoreholesSandakan
118° 06′ 27.6″5° 51′ 27.6″BoreholesSandakan
118° 05′ 51.5″5° 51′ 21.6″BoreholesSandakan
118° 04′ 41.3″5° 51′ 17.0″BoreholesSandakan
118° 03′ 45.1″5° 49′ 58.8″BoreholesSandakan
118° 03′ 09.4″5° 50′ 04.1″BoreholesSandakan
118° 04′ 07.6″5° 50′ 36.7″BoreholesSandakan
118° 04′ 14.1″5° 50′ 45.5″PondSandakan
118° 04′ 19.8″5° 50′ 57.5″BoreholesSandakan
118° 04′ 31.8″5° 51′ 14.1″BoreholesSandakan
118° 03′ 03.6″5° 50′ 36.5″BoreholesSandakan
118° 03′ 01.2″5° 50′ 24.9″PondSandakan
118° 02′ 41.5″5° 50′ 13.6″BoreholesSandakan
118° 02′ 46.4″5° 50′ 00.0″BoreholesSandakan
118° 02′ 50.8″5° 49′ 57.9″PondSandakan
118° 02′ 26.5″5° 49′ 34.2″BoreholesSandakan
118° 02′ 24.3″5° 49′ 20.8″BoreholesSandakan
118° 02′ 11.6″5° 49′ 59.1″BoreholesSandakan
118° 01′ 44.8″5° 50′ 18.7″BoreholesSandakan
118° 01′ 56.1″5° 49′ 39.3″BoreholesSandakan
118° 01′ 35.2″5° 49′ 30.1″BoreholesSandakan
118° 01′ 22.4″5° 49′ 25.5″BoreholesSandakan
118° 01′ 19.2″5° 48′ 53.9″BoreholesSandakan
118° 04′ 42.1″5° 51′ 16.0″BoreholesSandakan
117° 50′ 11.3″5° 29′ 07.2″
Sg. Kinabatangan
Kinabatangan
117° 32′ 00″5° 53′ 00″
Sg. Munad
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 SepagayaLahad 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 PinangsooKudat
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
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 BaukDungun
103° 20′ 18″4° 47′ 40″Loji Air SerdangDungun
103° 10′ 20″4° 49′ 10″Loji Air TepusDungun
103° 19′ 10″4° 13′ 00″Loji Air Bukit SahKemaman
103° 11′ 50″4° 06′ 35″Loji Air CherulKemaman
103° 03′ 50″5° 15′ 55″Loji Air KepongKuala Terengganu
103° 05′ 40″5° 17′ 37″Loji Air Bukit LosongKuala Terengganu
103° 00′ 35″5° 04′ 30″Loji Air Kuala BerangHulu Terengganu
103° 02′ 45″4° 55′ 45″Loji Air GunungHulu Terengganu
102° 58′ 05″5° 09′ 10″Loji Air TelemonHulu Terengganu
103° 12′ 15″4° 50′ 38″Loji Air JerangauHulu Terengganu
102° 30′ 00″5° 38′ 05″Loji Air Bukit Bunga (new and old)Besut
102° 45′ 00″5° 05′ 00″Loji Air Pulau PerhentianBesut
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
Search 26 rows
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 GemenchehGemencheh
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 RokanBukit Rokan
102° 03′ 17″2° 39′ 40″
Sg. Beringin
Pedas Baru
102° 34′ 18″2° 38′ 59″Empangan Batu HamparPedas 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. MuarAir 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 BerembunPantai
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. TeripLoji 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
Location of Water Intake (1)Name of River/Reservoir/Well (2)Water Supply Scheme (3)
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 TunggalMelaka 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 JusAlor Gajah, Masjid Tanah and Lubuk Cina
102° 35′ 16″2° 24′ 23″Empangan AsahanAsahan, Simpang, Bekoh, Nyalas and Bukit Sengeh
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

Trade/Industry (1)Unit (2)Standard A (3)Standard B (4)
(a) PULP and paper industry
  • (i)
    pulp mill
mg/L80350
  • (ii)
    paper mill (recycled)
mg/L80250
  • (iii)
    pulp and paper mill
mg/L80300
(b) Textile industry
mg/L80250
(c) Fermentation and distillery industry
mg/L400400
(d) Other industries
mg/L80200

EIGHTH SCHEDULE (Regulation 13) - ACCEPTABLE CONDITIONS FOR DISCHARGE OF MIXED EFFLUENT CONTAINING CHEMICAL OXYGEN DEMAND (COD)

(1) Unit(2) Standard A(3) Standard B
mg/L80200

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 or 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 is 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

TENTH SCHEDULE
[Subregulation 7(2)]

MONTHLY INDUSTRIAL EFFLUENT OR MIXED EFFLUENT DISCHARGE MONITORING REPORT

SECTION I IDENTIFICATION

  1. 1.
    (i) Name and address of premises:
    Telephone number:
    Fax number:
    (ii) File reference number (if applicable):
  2. 2.
    (i) Name and address of accredited analytical laboratory:
    Telephone number:
    Fax number:
    (ii) Name of analyst:
  3. 3.
    (i) Reporting year:
    (ii) Reporting month:

SECTION II INFORMATION ON INDUSTRIAL EFFLUENT OR MIXED EFFLUENT

SECTION II INFORMATION ON INDUSTRIAL EFFLUENT OR MIXED EFFLUENT

  1. 4.
    (i) Flowrate* — Minimum: m³/day, Maximum: m³/day

    (ii) Quality of effluent discharged (unit in mg/L)

    Parameter***First Week Date:Second Week Date:Third Week Date:Fourth Week Date:
    Temperature
    Temperature, first week
    Temperature, second week
    Temperature, third week
    Temperature, fourth week
    pH Value
    pH Value, first week
    pH Value, second week
    pH Value, third week
    pH Value, fourth week
    BOD₅ at 20°C
    BOD₅ at 20°C, first week
    BOD₅ at 20°C, second week
    BOD₅ at 20°C, third week
    BOD₅ at 20°C, fourth week
    COD
    COD, first week
    COD, second week
    COD, third week
    COD, fourth week
    Suspended Solids
    Suspended Solids, first week
    Suspended Solids, second week
    Suspended Solids, third week
    Suspended Solids, fourth week
    Mercury
    Mercury, first week
    Mercury, second week
    Mercury, third week
    Mercury, fourth week
    Cadmium
    Cadmium, first week
    Cadmium, second week
    Cadmium, third week
    Cadmium, fourth week
    Chromium, Hexavalent
    Chromium, Hexavalent, first week
    Chromium, Hexavalent, second week
    Chromium, Hexavalent, third week
    Chromium, Hexavalent, fourth week
    Arsenic
    Arsenic, first week
    Arsenic, second week
    Arsenic, third week
    Arsenic, fourth week
    Cyanide
    Cyanide, first week
    Cyanide, second week
    Cyanide, third week
    Cyanide, fourth week
    Lead
    Lead, first week
    Lead, second week
    Lead, third week
    Lead, fourth week
    Chromium, Trivalent
    Chromium, Trivalent, first week
    Chromium, Trivalent, second week
    Chromium, Trivalent, third week
    Chromium, Trivalent, fourth week
    Copper
    Copper, first week
    Copper, second week
    Copper, third week
    Copper, fourth week
    Manganese
    Manganese, first week
    Manganese, second week
    Manganese, third week
    Manganese, fourth week
    Nickel
    Nickel, first week
    Nickel, second week
    Nickel, third week
    Nickel, fourth week
    Tin
    Tin, first week
    Tin, second week
    Tin, third week
    Tin, fourth week
    Zinc
    Zinc, first week
    Zinc, second week
    Zinc, third week
    Zinc, fourth week
    Boron
    Boron, first week
    Boron, second week
    Boron, third week
    Boron, fourth week
    Iron
    Iron, first week
    Iron, second week
    Iron, third week
    Iron, fourth week
    Silver
    Silver, first week
    Silver, second week
    Silver, third week
    Silver, fourth week
    Aluminium
    Aluminium, first week
    Aluminium, second week
    Aluminium, third week
    Aluminium, fourth week
    Selenium
    Selenium, first week
    Selenium, second week
    Selenium, third week
    Selenium, fourth week
    Barium
    Barium, first week
    Barium, second week
    Barium, third week
    Barium, fourth week
    Fluoride
    Fluoride, first week
    Fluoride, second week
    Fluoride, third week
    Fluoride, fourth week
    Formaldehyde
    Formaldehyde, first week
    Formaldehyde, second week
    Formaldehyde, third week
    Formaldehyde, fourth week
    Phenol
    Phenol, first week
    Phenol, second week
    Phenol, third week
    Phenol, fourth week
    Free Chlorine
    Free Chlorine, first week
    Free Chlorine, second week
    Free Chlorine, third week
    Free Chlorine, fourth week
    Sulphide
    Sulphide, first week
    Sulphide, second week
    Sulphide, third week
    Sulphide, fourth week
    Oil and Grease (n-hexane extract)
    Oil and Grease (n-hexane extract), first week
    Oil and Grease (n-hexane extract), second week
    Oil and Grease (n-hexane extract), third week
    Oil and Grease (n-hexane extract), fourth week
    Ammoniacal Nitrogen
    Ammoniacal Nitrogen, first week
    Ammoniacal Nitrogen, second week
    Ammoniacal Nitrogen, third week
    Ammoniacal Nitrogen, fourth week
    Colour**
    Colour**, first week
    Colour**, second week
    Colour**, third week
    Colour**, fourth week

* The flowrate and concentration of industrial effluent or mixed effluent at the point of discharge as determined in accordance with the sampling procedure and method of analysis as specified in regulation 16. ** ADMI unit *** Choose only the significant parameters

SECTION III DECLARATION

I,

hereby declare that all information given in this form is to the best of my knowledge and belief true and correct.

Signature of responsible person:
Name:
Designation:
Date:
(Affix official seal or stamp of the company)

ELEVENTH SCHEDULE [Subregulation 17(1)] - SPECIFICATIONS OF POINT OF DISCHARGE OF INDUSTRIAL EFFLUENT OR MIXED EFFLUENT

  • 1.
    The discharge point is located within the boundary of the premises, immediately after the final unit operation or unit process of the industrial effluent treatment system.
  • 2.
    The location of the discharge point is easily accessible and does not pose any safety hazards to personnel performing site inspection or effluent sampling.
  • 3.
    The industrial effluent or mixed effluent is discharged through a pipe, conduit or channel to facilitate effluent sampling.
  • 4.
    The discharge point is physically identified by installing a metal identification sign which reads “Final Discharge Point”.
  • 5.
    The discharge point and its surrounding are properly maintained to be free from any obstruction that may pose difficulty or hazards during site inspection or effluent sampling.

TWELFTH SCHEDULE (Subregulation 30(1)) - LIST OF UNDESIRABLE OCCURRENCES

  • 1.
    Pollution cases that seriously threaten the environment or public health and safety which warrant immediate halt.
  • 2.
    Premises that experience industrial disaster such as fire, explosion and the like which may pose serious risk to the environment or the public in the vicinity.
  • 3.
    Serious environmental pollution which gives rise to frequent complaints and upon investigation, the complaints are found to be justified and the premises are flouting the directives of the Director General.
  • 4.
    Premises which frequently commit similar offences despite having been subject to various legal actions by the Director General such as notices, directives, compounds or court action.
  • 5.
    Pollution cases which cause serious negative impacts to aquatic life and there is evidence indicating that the premises do not make sufficient effort to overcome the pollution problems.
  • 6.
    Serious environmental pollution with wide coverage in the mass media and there is evidence indicating that the pollution occurred as a result of absence, non-operation or malfunctioning of industrial effluent treatment system in the premises.
  • 7.
    Premises which discharge untreated or partially treated industrial effluent or mixed effluent or which discharge industrial effluent or mixed effluent through a by-pass and based on measurements or analysis of industrial effluent or mixed effluent quality using *in-situ* methods, there is evidence indicating that the industrial effluent or mixed effluent is grossly non-compliant.
Search 24 rows
ParameterFee per kg of contaminant discharged into inland watersFee per kg of contaminant discharged onto any soil or into other inland waters
(i)BOD₅ at 20°CRM 0.50RM 0.05
(ii)MercuryRM 2500.00RM 250.00
(iii)CadmiumRM 2500.00RM 250.00
(iv)Chromium, HexavalentRM 2500.00RM 250.00
(v)Chromium, TrivalentRM 2500.00RM 250.00
(vi)ArsenicRM 2500.00RM 250.00
(vii)CyanideRM 2500.00RM 250.00
(viii)LeadRM 2500.00RM 250.00
(ix)CopperRM 2500.00RM 250.00
(x)ManganeseRM 2500.00RM 250.00
(xi)NickelRM 2500.00RM 250.00
(xii)TinRM 2500.00RM 250.00
(xiii)SilverRM 2500.00RM 250.00
(xiv)SeleniumRM 2500.00RM 250.00
(xv)BariumRM 2500.00RM 250.00
(xvi)FluorideRM 2500.00RM 250.00
(xvii)FormaldehydeRM 2500.00RM 250.00
(xviii)ZincRM 2500.00RM 250.00
(xix)BoronRM 500.00RM 50.00
(xx)IronRM 500.00RM 50.00
(xxi)PhenolRM 500.00RM 50.00
(xxii)SulphideRM 500.00RM 50.00
(xxiii)Oil and Grease (n-hexane extract)RM 500.00RM 50.00
(xxiv)Ammoniacal NitrogenRM 500.00RM 50.00