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Table of Content of MSIG Jilid V
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Table of Contents Page
Section 1 Introduction
1.1 Purpose of This Volume 31.2 EffluentDischargeStandardsandRequirements 41.3 WhoShouldUseThisVolume 41.4 RelatedReferenceMaterial 5
Section 2 General Guidelines
2.1 InitialConsultation 92.2 WhereaPublicSewerisAvailable 92.3 WhereNoPublicSewerisAvailable 92.4 HomesteadDevelopments 10
2.4.1 SingleDevelopmentupto30Unitsor150PE 10 inTotal
2.4.2 SingleDevelopmentOver30UnitsinTotal 10 WithAverageHousingDensityGreaterThan FiveUnitsperHectare
2.4.3 SingleDevelopmentOver30UnitsinTotal 10 withAverageHousingDensityLessThan FiveUnitsperHectare
2.4.4 IndividualDevelopmentOutsideLocal 11 AuthorityAreas
Section 3 Design Guide
3.1 General 153.2 Planning 16
3.2.1 SiteSelection 163.2.2 MaintenanceVehicleAccess 173.2.3 SafetyRequirements 183.2.4 DesludgingWorks 183.2.5 LocationofSepticTankwithinPremise 18
ofProperty3.2.6 InspectionChamber 193.2.7 SepticTankDrawings 193.2.8 FutureConnectiontoPublicSewersfromProposed/ 20 ExistingSepticTank
3.3 Design
3.3.1 VolumetricCapacity 213.3.2 Compartmentalization 223.3.3 InletandOutlet 233.3.4 EffluentDischarge 243.3.5 HeadRoom 243.3.6 Covers 253.3.7 Construction 253.3.8 PrincipalDimensionsforCastIn-SituSepticTank 263.3.9 PrincipalDimensionsforPrefabricatedSepticTank 26
3.4 Non-proprietarySystems 27
3.5 ProprietarySystems 27
3.5.1 TankMaterial 283.5.2 TankFabricationandConstruction 293.5.3 InspectionChamberandSepticTankCovers 293.5.4 Ventilation,InletandOutletPipes 293.5.5 FilterChamberandFilterMedia 303.5.6 Marking/Labelling 303.5.7 BaseofSepticTank 313.5.8 Installation 313.5.9 TestingofSepticTanks 32
Section 4 Septic Tanks Located in Sensitive Receiving Watercourses
4.1 General 354.2 FurtherTreatmentMethodsForAchievingHigherEffluent 35
Quality4.3 Disinfection 36
Appendices
AppendixA RecommendedPopulationEquivalent 39
AppendixB EffluentDischargeStandardstoMalaysianInlandWaters 42
AppendixC TypicalLayoutUsingRearAccess 43 (BungalowandFactory)
AppendixD TypicalLayoutUsingRearAccess 44 (TerraceHouse,ShopHouseandCommercialBuilding)
AppendixE TypicalLayoutUsingFrontAccess 45 (TerraceHouse,ShopHouseandCommercialBuilding)
AppendixF LayoutshowingBypasstoPublicSewer 46 (forallapplicabledevelopmentsincludingTerraceHouses)
AppendixG DetailsShowingBypasstoPublicSewer 47
AppendixH TypicalConcreteSepticTankDiagram(PE≤12) 48
AppendixI TypicalConcreteSepticTankDiagram(12<PE≤30) 49
AppendixJ TypicalofaProprietarySepticTank 50
AppendixK TypicalBedSystemforSoilAbsorption 51
AppendixL TypicalMoundSystemforSoilAbsorption 52
AppendixM TypicalBuriedIntermittentSandFiltersforEffluentPolishing 53
AppendixN ListofReferencesonFurtherTreatmentMethods 54
AppendixO TypicalLayoutforHomesteadUnitWithSepticTank& 55 FurtherTreatmentFacilities