| No | Deskripsi | IPA Imam Bonjol | IPA Selat Panjang | IPA Sei Jawi (SJL) | Parit Mayor |
|---|---|---|---|---|---|
| A. INTAKE | |||||
| 1 | Jumlah | 3 Unit | 1 Unit | 1 Unit | 1 Unit |
| 2 | Kapasitas |
Intake I = 600 l/dtk Intake II = 600 l/dtk Intake III = 300 l/dtk |
300 l/dtk | 55 l/dtk | 300 l/dtk |
| 3 | Konstruksi | Beton Permanen | Beton Permanen | Kayu Semi Permanen | Beton Permanen |
| 4 | Pompa Air Baku |
Intake I = 4 x 200 l/d - H = 20 m = 1 x 400 l/d - H = 20 m = 1 x 150 l/d - H = 60 m Intake II = 3 x 400 l/d - H = 20 m Intake III = 2 x 300 l/d - H = 22 m |
4 x 60 l/d – Head : 32 m (Pompa Submersible) 3 x 55 l/d – Head : 15m |
1 x 50 l/d–Head : 15 m 2 x 60 l/d–Head : 20 m |
3 x 165 l/d-Head : 15 m |
| 5 | System Pemompaan | Negative Suction | Negative Suction | Negative Suction | Positive Suction |
| 6 | Pipa Transmisi | ND. 300 – 600 m | ND. 600 mm | ND. 250 mm | ND. 600 mm |
| 7 | Meter Air Baku | E.Magnetic Flowmeter | E.Magnetic Flowmeter | E.Magnetic Flowmeter | E.Magnetic Flowmeter |
| B. WATER TREATMENT | |||||
| 1 | Jumlah | 5 Unit | 2 Unit | 3 Unit | 1 Unit |
| 2 | Kapasitas Total | 1.408 l/dtk | 300 l/dtk | 50 l/dtk | 300 l/dtk |
| 3 |
IPA (1)/(2)/(4)/(5) – Beton IPA (3) – Baja |
IPA (1) – Baja IPA (2) – Baja |
IPA (1)/(2) – Baja IPA (3) – Fibreglass |
Beton | |
| 4 | Type | Konvensional | Konvensional | Konvensional | |
| 5 | Bahan Kimia |
Alum – Koagulant Kianchem – Koagulant Aid Kapur – Netralisator Gas Chlor – Desinfectant |
Alum – Koagulant Kianchem – Koagulant Aid Kapur – Netralisator Gas Chlor – Desinfectant |
Alum – Koagulant Kianchem - Koagulant Aid Kapur – Netralisator Kaporit – Desinfectant |
Alum-Koagulant Kianchem-Koagulant Aid Kapur – Netralisator Garam Halus/ foodgradenon yodium - Desinfectant |
| C. RESERVOIR & POMPA | |||||
| 1 | Jumlah | 4 Unit | 1 Unit | 2 Unit | 1 Unit |
| 2 | Kapasitas Total |
3.950 m3 terdiri dari: IPA I = 600 m3 IPA 2 = 700 m3 IPA 3 = 1.000 m3 IPA 4 = 1.650 m3 |
100 m3 | 200 m3 | 2.000 m3 |
| 3 | Konstruksi | Beton | Beton | Beton | Beton |
| 4 | Type | Ground Reservoir | Ground Reservoir | Ground Reservoir | Ground Reservoir |
| 5 | System Pemompaan | Negative Suctio | Negative Suctio | Negative Suctio | Positive Suction |
| 6 | Pompa | 17 Unit | 4 Unit | 4 Unit | 3 Unit |
| 7 | Kapasitas Pemompaan | 1.379 l/dtk | 250 l/dtk | 60 l/dtk | 300 l/dtk |
| 8 | Meter Air Produksi | E.Magnetic Flowmeter | E.Magnetic Flowmeter | E.Magnetic Flowmeter | E.Magnetic Flowmeter |
| D. INFRASTRUKTUR PENUNJANG | |||||
| 1 | Jumlah | 4 Unit | 1 Unit | 2 Unit | 1 Unit |
| 2 | Kapasitas Total |
3.950 m3 terdiri dari: IPA I = 600 m3 IPA 2 = 700 m3 IPA 3 = 1.000 m3 IPA 4 = 1.650 m3 |
100 m3 | 200 m3 | 2.000 m3 |
| 3 | Konstruksi | Beton | Beton | Beton | Beton |
| 4 | Type | Ground Reservoir | Ground Reservoir | Ground Reservoir | Ground Reservoir |
| 5 | System Pemompaan | Negative Suctio | Negative Suctio | Negative Suctio | Positive Suction |
| 6 | Pompa | 17 Unit | 4 Unit | 4 Unit | 3 Unit |
| 7 | Kapasitas Pemompaan | 1.379 l/dtk | 250 l/dtk | 60 l/dtk | 300 l/dtk |
| 8 | Meter Air Produksi | E.Magnetic Flowmeter | E.Magnetic Flowmeter | E.Magnetic Flowmeter | E.Magnetic Flowmeter |
| D. INFRASTRUKTUR PENUNJANG | |||||
| 1 | Laboratorium | Lengkap | Terbatas | Terbatas | Terbatas |
| 2 | Gudang Kimia | Ada | Ada | Ada | Ada |
| 3 | Rumah Pompa | Ada | Ada | Ada | Ada |
| 4 | Catu Daya | PLN & Genset 1.250 KVA | PLN & Genset 250 KVA | PLN | PLN & Genset 670 KVA |
