TERANG BERSIH SDN. BHD. (783953H)

OPERASI TAPAK PELUPUSAN SISA PEPEJAL JERANGAU JABOR, MAJLIS PERBANDARAN KUANTAN

TERANG BERSIH SDN BHD (783953-H)

B 1711, Jalan Beserah,Taman T.A.B, 25300 Kuantan, Pahang Darul Makmur.

Tel/Fax : +609-5669433

TERANG BERSIH SDN BHD (783953-H)

Pejabat Tapak,Pusat Pelupusan Sampah Jerangau - JaborKM 1, Lebuh raya Jerangau Jabor 25000 Kuantan, Pahang Darul Makmur.

Tel/Fax : +609-5513796

Pengenalan

• Tapak Pelupusan Jerangau Jabor (TPJJ)meliputi kawasan kira-kira 30.0 hektar.

• Terang Bersih Sdn Bhd (TBSB)diamanahkan untuk mengurus danmembangunkan tapak pelupusan ini kedalam fasa pelupusan sampah oleh fasadengan menggunakan konsep “Semiaerobik Recirculatory System” atau„Kaedah Fukuoka”.

• TPJJ mempunyai kapasiti untukmengambil kira-kira 500 tan sisa pepejalsetiap hari dan boleh digunakan sehinggaia mencapai kapasiti maksimum dalammasa kira-kira 5 tahun

Industry cell

Kawasan Pelupusan sampah Domestikyang sedang digunakan.

Tapak B

Tapak C

OPERASI HARIAN PELUPUSAN DI TAPAK

Pejabat Tapak

Landfilling Method

• Terdapat 3 kaedah asas untuk landfilling, bergantungkepada keadaan dan maklumat tapak.

A) Area method• Perlu digunakan apabila topografi dan keadaan geologi tidak

sesuai untuk penggalian parit untuk meletakkan sisa pepejal

B) Trench method• Sangat sesuai untuk kawasan yang mempunyai kedalaman yang

mencukupi, bahan penutup boleh didapati di kawasan tapakdan tiada takungan air di kawasan berhampiran permukaan

C) Cell method• Ini melibatkan pelupusan bahan buangan di dalam kawasan

pra-bina bund

Landfill Level

• Garis panduan KPKT digunapakai untuk menaik tarafkemudahan dan operasi di tapak pelupusan sampahdi setiap pihak berkuasa tempatan

• 4 tahap tapak pelupusan telah dikenal pasti:

• Level 1 : Waste sites defined & tipping controlled• Level 2 : Waste disposed in bunded areas with daily

cover, passive gas venting, and leachate drainage

• Level 3 : Waste contained, gas vented and leachate

recirculation• Level 4 : Sanitary landfill, gas controls, leachate

treated

Fukouka Method

• Antara kelebihan menggunakan kaedah semi aerobikadalah:

a) Kualiti leachate adalah lebih baik danmenjimatkan kos untuk melakukan secondary treatmentb) Penjanaan/pembebasan methane (CH4) danhidrogen sulfida (H2S) adalah terkawal dan mudahdiuruskanc) Mempercepatkan proses pereputand) Teknologi yang kos efektif dan mudah untukdibinae) Menyingkatkan masa bagi kegunaan lain tapak

pelupusan

Penjanaan Sisa Pepejal

• Pecahan sampah yang diterima keTPJJ :

a) Sampah Domestik : 300-500 tan/hari

- Residental Area- Market- Buisness Area

b) Sampah Industri : 100-150 tan/hari

- Small Medium Industry- Intrepreneur Area

Waste Collection & Transportation

• Sampah yang di kutip di kawasan berkenaan dihantar ke tapak pelupusan secara directly atauindirectly bergantung kepada source of wastegeneration.

• Terdapat beberapa jenis lori yang digunakanuntuk mengutip dan menghantar sampah kelandfill.

• Hydraulic Compactor (HC), Ro-ro Bin, PrimeMover, Open Cart, Lori Simen, Etc

Operasi di TPJJ

INSPECTION

WEIGHING

ARRANGEMEN AND COMPACTION

DAILY COVER

ENVIRONMENTAL CONTROL

ENVIRONMENTAL MONITORING SYSTEM

Following parameters are continuously monitored at the landfill site

- Ground water quality

- Ambient air quality above landfills

- Measurement of pollutants in Stream course

- Constituents of Leachate

- Constituents of Landfill Gas

- Leachate head within the landfill

Regulations

• Environmental Quality (Control of Pollution from Solid Waste Transfer Station and Landfill) Regulations 2009

• Environmental Quality Act, 1974 (Act 127)• Environmental Quality (Licensing) Regulations 1977• Environmental Quality (Clean Air) Regulations 1978• Environmental Quality (Compound of Offences) Rules 1978• Environmental Quality (Scheduled Wastes) Regulations 2005• Environmental Quality (Sewage) Regulations 2009• Environmental Quality (Industrial Effluent) Regulations 2009• Environmental Quality (Motor Vehicle Noise) Regulations 1987

• Occupational Safety and Health Act 1994 (Act 514) and its subsidiary legislations• Occupational Safety and Health (Safety and Health Officer) Regulations 1997

• Factories and Machineries Act 1967• Factories and Machinery (Mineral Dust) Regulations 1989• Factories and Machinery (Noise Exposure) Regulations 1989

Pemantauan Kualiti Air Sungai, Air Bawah Tanah Dan Gas

A-bedrock F-vapor extraction system K-product recovery system

B-deep aquifer G-air stripping L-transportable water treatment unit

C-aquitard H-recharge gallery-catalytic oxidation M-landfill

D-shallow perched aquifer J-activated carbon canisters N-groundwater monitoring system

E-water table

ENVIRONMENTAL MONITORING SYSTEM

Proses Rawatan Air Sampah (Leachate).

EFFLUENT COMPLY WITH ENVIRONMENTAL QUALITY ACT 1974 (CONTROL OF POLLUTION FROM SOLID WASTE TRANSFER

STATION AND LANDFILL REGULATION 2009)

Proses Rawatan Air Sampah (Leachate).

LEACHATE TREATMENT PLANT

• Design Basis

- Flowrate = 500 m3/day

- BOD = 13,000 mg/l

- COD = 36,000 mg/l

- SS = 11,000 mg/l

• EFFLUENT DISCHARGE IS DESIGN TO COMPLY WITH STANDARD ENVIRONMENTAL QUALITY ACT 1974 (CONTROL OF POLLUTION FROM SOLID WASTE TRANSFER STATION AND LANDFILL REGULATION 2009)

LEACHATE TREATMENT PLANT

• Primary Unit Process:

– Collection/Equalization Pond

– Aeration Pond

– Retention pond

• Secondary Unit Process:

– Aeration Tank

– NaOH storage Tank

– H3P04 storage Tank.

– Anti Foam Storage Tank

– Balancing Tank

– Dissolve Air Floatation

– Tertiary Feed Chamber

– Sludge storage tank

– Sludge Drying Bed

SLUDGE STORAGE TANK

(filtration sludge from secondary

clarifier)

Leachate gained

from landfill

AERATION POND

(aeration using surface

aerator)

AERATION TANK

(Leachate aerated with surface

aerator)

Transfer pump

sump.(transfer leachate

over flow from

Aeration Tank)

FLOW OF LEACHATE TREATMENT

POLYMER TANK

ANTI FOAM

STORAGE

TANK

DISSOLVE AIR

FLOATATION

TERTIARY

FEED

CHAMBER

FINAL

DISCHARE

RETENTION POND

2 UNIT OF RETENTION

POND

NaOHSTORAGE

TANK

H3PO4 STORAGE

TANKTREATED

LEACHATE

BALANCING

TANK

Transfer pump

sump.(transfer leachate

over flow from

aeration pond)

SLUDGE DRYING BED

(filtration sludge from

sludge storage tank)