PROJEK PENYELENGGARAAN DAN OPERASI TAPAK PELUPUSAN SISA PEPEJALDAN CADANGAN PEMBANGUNAN ‘MATERIAL RECOVERY FACILITY (MRF)’

DI PULAU BURUNG, SEBERANG PERAI SELATAN, PULAU PINANGUNTUK MAJLIS PERBANDARAN SEBERANG PERAI & MAJLIS PERBANDARAN PULAU PINANG

WELCOME TO ALL PARTICIPANTS TO THE ENVIRONMENTALLY SOUNDTECHNOLOGIES & PUBLIC-PRIVATE PARTNERSHIP FOR ORGANIC WASTE

MANAGEMENT WORKSHOP 2015

8TH & 9TH JUNE 2015

OPERATION & MAINTENANCE OF SANITARY LANDFILLAND MATERIAL RECOVARY FACILITIES FOR PENANG

• Project Background

Site Possession 16th July 2012

Scope of work:

Design, develop, construct, manage,regulate, and operations in Phase 3 forTwenty (20) Years

Manage leachate generated by theexisting landfill (Phase 2 and Phase 1)

Extending the life of existing landfills inPhase 1 until 30th June 2013

Convert wetlands area of approximately10.12 hectare area adjacent to Phase 2into an Eco Park

Executive ChairmanExecutive Chairman

Deputy ExecutiveChairman

Deputy ExecutiveChairman

Chief ExecutiveOfficer

Chief ExecutiveOfficer

Chief OperatingOfficer

Chief OperatingOfficer

Operation GeneralManager

Operation GeneralManager

LandfillLandfillEnvironmentEnvironment Weighbridge &Claim

Weighbridge &Claim

Safety & SecuritySafety & Security MRFMRF

Site ManagerSite Manager

• Operation & Development Area• Development Work

ZONE B

ZONE A

TA

LP1

ZONE G

ZONE CP

ZONER1

ZONE F

ZONEE

LTP

MRF

OC

ZONE R3

Entrance

Weighbridge

Internal Road

Internal Road & Drainage system

Earth Drainage System

Leachate Pond

Office Area

Drainage System

Block & Dry

• Operation flow• Operation Area• Operation Equipment• Waste Volume

INSPECTIONINSPECTION

WEIGHBRIDGEWEIGHBRIDGE

WASTE CELLWASTE CELL

WASTE UNLOADINGWASTE UNLOADINGTIRE WASHTIRE WASH

LEVEL AND MANAGELEVEL AND MANAGE

COMPACTCOMPACT

WEIGHBRIDGEWEIGHBRIDGE

SOIL COVERSOIL COVER

ININ

OUTOUT

ZONE B

ZON A

TA

LP1

ZONE G

ZONE CP

ZONE R1

ZONE F

ZONE E

LTP

MRF

OC

ZONE R3

ZONE A

ZONE G

ZONE F

ZONE E

ZONE H

ZONE J

45,000M3

36,000M3

75,000M3

36,000M3

108,000M3

• 4 NOS. BULLDOZER (D6C - 3 NOS., D6H - 1 NO)• 1 NO WATER TRUCK• 3 NOS. EX-200 HITACHI EXCAVATOR• 1 NO. OF EXCAVATOR LONG ARM• 1 NO. OF 580-F BACKHOE• 2 NOS. OF INTERNAL LORRY• 1 NO. OF 25 TON COMPACT ROLLER

• Average incoming waste daily is 1700 to 1800 tons• In 2014, total incoming waste to Pulau Burung is

656,090 tons

• Plan layout• Flowchart

Incoming waste(MSW,

Industrial andCommercial

waste)

Unloadingwaste at

Loading area

Wasteseparated byTrommel andBag Breaker

Metal sortedout by Magnet

SeparatorManual Sorting

Recyclable

Residual sendto Landfill

Metal sortedout by Magnet

Seperator

Wasteseparated by

OrganicTrommel

Residual sendto landfill

Organic waste,potential toconvert as

landfill cover

Upper sieve

Lower sieve

• Leachate Treatment Plant

• Technology fromHyflux, Singapore

• Treatment PlantCapacity : 200 m3/day

• Using Biological,Chemical And PhysicalProcess

InfluentInfluent

PRE-TREATMENT1. Flocculation2. Sedimentation

ABRMBR1. MBBR2. Membrane System

ACFACFLF ROProcessLF RO

ProcessTreatedWater

TreatedWater

• PLBT obtained the Notification Approval fromDOE for constructing and operating the LeachateTreatment Plant on 29 October 2013 with severalconditions.

• Currently still in T & C Process and will comply allthe DOE Regulation and Standard for effluentdischarge, when the system is fully operate.

• PLBT will officially notify the DOE and otherrelevant agencies when the LTP is fully operationwith capacity 200m3/day.

Test Parameters StdSpecs.No UnitBefore

TreatmentAfter RO

Treatment

(Range) (Average)

1 Temperature oC 40.0 28 30

2 pH Value 5.5 - 9.0 8.0 7.53 BOD5 @ 20oC mg/L 20 900-2000 24 COD mg/L 400 2500-4000 1005 Suspended Solids mg/L 50 500-1000 500 0

• * For Ammoniacal Nitrogen (AN) , we are trying to study and upgrade the process to achieved Standard• For Heavy metal and other parameter, all results analysis comply with the DOE Standard.

• Daily in-situ testing was carry out every hour to make sure the treatmentprocess in a good condition

• Daily sampling and testing for important parameter as COD, AmmoniacalNitrogen and Colour at Internal Lab (PLBT)

• Weekly sample will sent to External Lab (Spectrum Laboratories Sdn Bhd)

YSI EXO 1 IN-SITU METERpH, Temp, Dissolved

Oxygen(DO), Turbidity,Salinity, Conductivity,TDS, Depth, Pressure

TSS IN-SITU METERTSS, Turbidity, MLSS

DRB 200, COD REACTORChemical Oxygen

Demand, COD

COLORIMETER 890COD, AmmoniacalNitrogen, Colour &

Heavy Metal

• Leachate treated – 50 to 100 m3/day depend onquality of the raw leachate.

• Refer to the agreement, LTP must treat leachate200m3/day.

• The consultant still working to maximize thecapacity of the treatment process.

• The existing plant will be modify to fulfill theagreement.

• Planning of the modification will start on May2015 and will be fully operated with maximumcapacity 200m3/day end of this year.

• Monitoring (environmental purposes)

• 7 Location for water, 2 location for Air & Noise• Leachate Pond (1), Leachate Ditch (2), Wetland

(1), JPS Canal (1), River Water (1), Seawater (1),Air (2), Noise (2)

• Monthly Report Submission- Department of Environmental (DOE)- Seberang Perai Municipal Council (MPSP)- Penang City Council (MBPP)- Penang Fishery Department

LeachatePond

Perimeter 1

JPS

Wetland

River Water

Perimeter 2Sea Water

• From result analysis up to Feb. 2015(Accreditation Lab), there are no pollution fromlandfill to other external water source at JPScanal, river and sea.

• Our reference to DOE also, there are no directpollution to river or sea from landfill.

• For water quality at Wetland, Leachate Ditch andLeachate Pond, its still under landfill area and willbe treated before discharge to external watersources.

Location : Near Site office, LTP Location: Near Guard House

Location : Near Site office, LTP Location: Near Guard House

POINT DATEL10

dB(A)L50

dB(A)L90

dB(A)Total Leq

dB(A)*DOE Guideline

Leq, dB(A)

Point N1(near guard

house)

Baseline Data(8-9/3/13)

67.5 55.5 49.5 64.165

(15-16/1/15) 69.0 58.5 54.7 69.7(17-18/2/15) 65.0 59.3 47.3 62.0

Point N2(near site

office)

Baseline Data(8-9/3/13)

58.5 56.0 54.0 56.765

(15-16/1/15) 67.2 62.1 54.1 65.4(17-18/2/15) 68.5 64.6 57.9 65.5

Noise generated by passing by vehicles (motorcycles and lorries)

Frequency: every 3 month (7 location surroundingTPPB)

1) In Front Of JPS Water Gate2) Sungai Tengah3) In Front Of Old EESB Jetty, 200 meter from

landfill4) About 500 meter from landfill5) About 1.5 kilometer from landfill6) Fish Farming Area, about 2.6 kilometer from

landfill7) Sungai Udang Shell Farming Area, about 3

kilometer from landfill

• No correlation between landfill operations andthe pollution levels either in marine water orsediment samples. No pollution was identifieddirectly from TPPB

• Seawater fall under Class II and III, suitable forfisheries, recreational, body contact and wateractivity.

• Plan• MRF

INSPECTIONINSPECTION

WEIGHBRIDGEWEIGHBRIDGE

DISCHARGE AREADISCHARGE AREA

WASTE UNLOADINGWASTE UNLOADINGTIRE WASHTIRE WASH

OVERHEAD CRAWLEROVERHEAD CRAWLER

BAG BREAKER & TROMMELBAG BREAKER & TROMMEL

WEIGHBRIDGEWEIGHBRIDGE

MANUAL & AUTOMATED SORTERMANUAL & AUTOMATED SORTER

ININ

OUTOUT

RECOVERED ITEMRECOVERED ITEMBALERBALER

RESIDUERESIDUETo LandfillTo Landfill

• Separation recyclables such as plastics, bottlesand metals

• Separation organics waste from the recyclablesitems

• Manually sorting by labors

• Reducing volume of waste before entering landfillcell

• Controlling Leachate volume

• Decreased the green houses gasses

• Baler

• Compress the waste

• More orderly

Trommel and conveyor system