PE Individual Sewage Treatment Plant

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    Resintech Plastics (M) Sdn. Bhd.Pulyethylenundiuidmlelua[nrnallnglttla

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    \t PELANTINGKATBAWAH(1OT1434)RAJAHEMASANGANA'PANt "ffiffi-at.

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    The lndividualSewageTreatmentPlant(lST)System RESINTECH@

    ResintechPolyethyleneST SystemIntroductionDesign ndconstructionf individual ewage reatment lant lST)mustcomplywith heSSDor Sewerage ervices epartment'satestGuidelinesor Developersolume .TheGuidelinestipulatedhat STcan be appliedn anydevelopmentitha totalPopulationEquivalentPE)of less hanor equal o 150.However,he argest apacity llowed er ST s30 PE.Our lSTscomply o the said Guideline nd can treatdomestic astewatero Standardeffluent. esintech odelsRST2,RST3andRSTS reapproved ythe Sewerage ervicesDepartment.Resintechs synonymous i th h igh echnology.atest mprovementsnclude heintroductionf the Cosmo-ballss filtermedia or fixed ilmbiologicalewagereatment.TheseCosmo-ballsre nventedocally ndpatented. uture ewseries f lSTswillalsobetailoredo suitsite,environmental,ydraulic,onstructionndmaintenanceequirements.Weare n heprocess f developinghenextgenerationSTmodelsorcapacityangingrom5 to 30 PE.All of Resintech'sdvantagef high ech,superiorreatmentechnology,consistentuality,monolithic anufacturenddesign daptabilityo suitconstructiont thesiteshallbe appliedo bringabout he IST hatevery echnical erson hallbe proud f.

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    Resintech olyethylenePE) STs RESINTECH@

    What s so unique boutResintechST?

    Our high echnology anufacturingtechnique mployshe latest tateof the ar t Rotat ionalMould ingmachineries.Backing up the sophist icatedcomputerizedrocessesreourhighlytrained nd ski l led echniciansndworkers hohadmore han20 yearsexperiencen thermoplasticesselconstruction.Resintech lsomanufacturesverytype of plastic ipesand fittings sback-upo al l STsmodels.

    Ourhallmarkssimply'consistency'

    Bestdesign n treatment rocesses.Generous esselankages.

    manufacturedy the lateststateof the ar t ro tor mould ingmachineriesnd echnology. Super ior mould design andconstruction,asy o modifyo suitla testadaptat ion i th excel lentf inishes.

    Computer ized manufactur ingprocesses ontrols l l essentialproduct arametersnsuringhehighestuality nd inestinish iththegreatest onsistency.

    . Consistencyn :- dimension- thickness- material omogeneity- monolithiconstruction- finalmanufacturedhape- weight ndvolume

    . Super ior t reatment ystem nCosmobal ls last icmedia forvertical p-flowilters hamber.

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    Applicationsand ProductData RESINTECH

    lndividualesidential,ndustrialndcommercialnits 30 PE

    TableModel RST1 RST2 RST3 RST4* RST5 R5T6* RST1ARST3A*

    Effluent tandard B B B B B B B+ B+TankOrientation verticalverticalHorizontaorizontalorizontalorizontaverticalHorizontalNo.Of Plant s) 1 1 1 1 1 2 2 2

    PlantConfiguration S i ng l e S ing le S ing le S ing leS ing le 2 i nnarallel 2 i.nsenes 2 i . nsenesVolume 2000 2000 3000 NA 5000 NA 2000 3000

    External (rr) NA 1500 1480 NA 1765 NA 1500 1480External ength mm) NA NA 229A NA 2885 NA NA 2290External eightmm) NA 1760 1650 NA 1860 NA 1760 1650

    PE Served 6 5-8 12 10 22 30 6 12ListPrice RM) 2500 2850 4850 NA 12500 NA NA NA

    # INTHE DESIGNSTAGE

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    Instal lat ion RESINTECH@

    Table lModel Dimension PE IST Influent Effluent nvertDetail A B X X zExternalDiameter(mm)

    ExternalLength(mm)ExternalHeight(mm)

    PEServed Development150PE Topof MHto base(mm)Topof MHto inletpipe nvert(mm)

    Topof MHto outletpipe invert(mm)RSTl NA NA NA 6 Residential nit NA NA NARST2 1500 NA 1760 5-8 Residentialnit 1760v 330 420RST3 1480 229A 1650 g-12 Intermediate3 Storev Shoo# 1650H 425 505RST4 NA NA NA 9-1 0 Inlermeorate2 StorevShod NA NA NARST5 1840 2885 1860 13-22 Inrermeotale5 Storev Shoo# 1860H 400 474RST6 NA NA NA 30 4112StoreyShop#Factorv# NA NA NARST1A 1500 NA 1760 o Hesloenltat ntts nwater catchment 1760" 330 424RST3A 1480 2290 1650 9-12 Shop# n watercatchment 1650H 425 505

    # ExactPE to be basedon JPP Guidelines

    Locationo suit size A or Bfrom table lIST accessibleor desludging,< 30m from ankeraccessAvoid raffic oadingon IST

    Critical anitary ewer engthGravity ropat 1:150 or

    IST nfluent nvert= (7) aboveIST effluent nvert= (8) above

    Publicdrainhigh water evet

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    ISTDetails RESINTECH

    1260----l

    RESINTECHOLYETHYLENENDIVIDUALEWAGE REATMENTLANT fERTICALTYPE)AI R BLOWER{OPTIONAL)

    25 mm VENT PIPEPOLYETHYLENE MANHOLE COVER

    1 1omm/160mm DlA. OUTLET PIPE

    PERFORATEDHDPE PARTITION

    COSMO BALLlsecond Stage Filter Element]COSMO BALL

    INSPECTIONMANHOLECOVER'l1omm/160mmDlA. NLET PIPE

    PARTITION WALL

    AIR DIFFUSER

    SEDIMENTATION HAIVIBER

    CROSS-SECTIONF POLYETHYLENENDIVIDUALEWAGE REATMENT LANT VERTICAL)

    RESINTECHOLYETHYLENENDIVIDUALEWAGE REATMENTLANT iORIZONTAL YPE)AIR BLOWER(oPTroNAL)

    25mm VENT PIPEPOLYETHYLENE MANHOLE COVER

    160mmDlA. OUTLETPIPEPERFORATED HDPE PARTITION

    COSMO BALLlsecond Stage Filter Element]COSMO BALL[First Stage Filter Element]

    INSPECTIONMANHOLECOVER16ommDlA. NLET PIPE

    PARTITION WALLAI R DIFFUSER

    SEDIMENTATION HAMBERFILTERCHAMBER

    CROSS-SECTIONF POLYETHYLENENDIVIDUAL EWAGE REATMENT LANT(HORIZONTAL)

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    Installation RESINTECH

    2 lExcavation

    ComplyApprovedPlan?IST Location- Desludging- Dischargentodrain- Gravity low- By pass pipefuturecoonection- IST max dimension it in ?

    Check Dimensions- Excavation- ISTsize- Depth o control nvert evel- Ensureslopestable.- Nobody n the pit.

    BaseSlab- Leanconcrete- 100mmgrade20 concrete- BRCA8- Trowel

    ' Coverall IST opening- Place STon base- Fine une nletand outlet nverts- Dry concrete o shim- Fillup withwater- Nobody n the pi t n case ofcollapse

    - Check eakages- Backfill n layers- Evenlyall around- Compact illing- Connectall soil pipes- Trial unwith water

    - Cast all inspection hamberbases- Chamberbrickwork o formation- Fin ishing- Coverall chambers

    InstallationBaseof ISTSoil, andor aggregateoruseas beddinghall e of granularype.A concretelabof minimumhickness00mmwithminimumeinforcementf at leastBRCA8 for ocation herehighgroundwater able s nota problem.ISTFlotation uringdesludging nd nstallationForhighwater ableareas he basecan be thickenedo a suitablehicknesso assistanti-flotation.n hiscase STshallbe suitably nchoredo base lab.Otherwisedequateounterweight gainstlotation ustbe mobilizedromdead oadof overlaidoncretelabs, rickwall,cover r even oncreteloorof unithousinghe ST.Filling p IST withwaterbefore ackfill ings a goodengineeringractice.hismethodpreventslotation uring nstallations wellas checkingor leakagesf any.InstallationISTshallbe iftedn a carefulmannero avoid amages.Backfillinghallbe done n layerso achievehe required ompactionBackfillinghallbedoneuniformlyroundhe ST Avoid ackfill ingn onesideat a time.Sharp r angular ranulesargerhan30mmshall otbe used s backfill ingaterial.