Sri Aman Schemes [1]
| DID SRI AMAN DIVISION | ||||
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| BANTING IRRIGATION SCHEME | |
|
District
|
Lingga |
| Division | Sri Aman |
| Construction Period | Scheme was completed in 1979. Rehabilition completed in 1988. |
| Date of Completion | 1979 |
| Project Life | 30 years |
| Scheme Location | It is bounded by Batang Strap on the west and Batang Klauh on the sounth just opposite Banting Bazaar in Lingga District. |
| Scheme Area | 344 hectares. |
| Cost of Construction | Initial project cost is RM 1.645 million. Rehabilitation cost is RM 894,000.00. Annual O & M cost is RM 100,000.00. |
| Objective of Scheme | The main objective for implementation of the scheme area to have self sufficiency in paddy production and to increase the income of farmers which would meet the N.E.P. and N.A.P. The rehabilitation works are to alleviate all constraints that have been inhibiting more intensive agricultural development. |
| Scheme Components/ Infrastructures | The main components are : a). Pump house with 3 nos. of water pumps which each has a capacity of 12 cusec. b). 5.9 km of timber canals. c). 850 m of R.C. Canals. d). 1.7 km of A.C. delivery pipeline. e). 1 no. of 5' x 5' tidal control gate f). 10.7 km of perimeter drain and bund. g). 4.1 km of cut-off drain h). 5 nos. of R.C. checkgate. The rehabilitation works were the improvement of the 5.3 km of the timber canals and the 1.7 km of the A.C. delivery pipeline |
| TANJUNG BIJAT CONTROLLED DRAINAGE SCHEME | |||
|
District
|
Sri Aman | ||
| Division | Sri Aman | ||
| Construction Period | Scheme was completed in 1974. Rehabilition completed in 1985 | ||
| Date of Completion | 1974 | ||
| Project Life | 30 years | ||
| Scheme Location | Is situated on the left bank of Batang Lupar about 16 km down river of Sri Aman. By road it is about 25 km from Sri Aman Town | ||
| Scheme Area | 1,224 hectares. | ||
| Cost of Construction | Initial project cost is RM 927,000.00. Rehabilitation cost which started in 1984 is RM 2,000,000.00 Annual O & M cost is RM 130,000.00. |
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| Objective of Scheme | 1. To construct controlled drainage outlets and perimeter bunding to prevent salt water intrusion and flash flood. 2. To improve the water managment by construction of more field drains and control structures especially inland where the peat area can be drained of water to enable more utiliuzation of land for farming. |
||
| Scheme Components/ Infrastructures | Block A a). 5.8 km of perimeter bund. b). 4.3 km of perimeter drain. c). 5.6 km of internal bund and drain. d). 1.5 km of cut-off drain. e). 1 no. 5' x 5' twin T.C. gate. f). 4 nos. R.C. checkgate. g). 1 no. 3' dia. control drop. h). 1 no. 4.5' dia. control drop. i). 1 no. 8' x 99' belian bridge. j). 1 no. 8' x 22' belian bridge. |
Block B a). 4.7 km of perimeter bund. b). 7.2 km of perimeter bund c). 9.8 km of internal bund and drain. d). 2.5 km of cut-off drain. e). 1 no. 6' x 6' twin T.C. gate. f). 1 no. of 2' dia. control drop. g). 3 nos. 3.5' dia. control drop. h). 3 nos. 3.5' dia. control drop. i). 2 nos. 4' dia. control drop. j). 2 nos. 5' dia. concrete culvert. k). 4 nos. 4' dia. concrete culvert. l). 1 no. 8' x 22' belian bridge. m). 1 no. 8' x 33' belian bridge. |
Block C a). 9.4 km of perimeter bund. b). 5.6 km of perimeter drain. c). 14.6 km of internal bund and drain. d). 3.8 km of cut-off drain. e). 1 no. 6' x 6' twin T.C. gate. f). 1 no. 5' x 5' single T.C. gate. g). 1 no. 4' dia. T.C. Gate. h). 3 nos. 3' dia. control drop. i). 2 nos. 3.5' dia. control drop. j). 4 nos. 4' dia. control drop. k). 3 nos. 4' dia. concrete culvert. l). 3 nos. 3' dia. drainage control. |
| SUNGAI GRAN CONTROLLED DRAINAGE SCHEME | |||||
|
District
|
Sri Aman | ||||
| Division | Sri Aman | ||||
| Construction Period | 1983 up to the present date | ||||
| Date of Completion | 1983 | ||||
| Project Life | 30 years | ||||
| Scheme Location | The scheme is situated on the left bank of Btg. Lupar about 18 km down river from Sri Aman. | ||||
| Scheme Area | It consists of 5 separate blocks which make up an area of 306 ha. | ||||
| Cost of Construction | RM 1.35 million | ||||
| Objective of Scheme | To improve the area for cultivation of padi. This in turn will increase the income and improve the living standard of the farmers. | ||||
| Scheme Components/ Infrastructures | BLOCK A a ) 1 no. of tidal gate b ) 2 nos. of timber crossing c ) 2.3 km of perimeter bund d ) 2.3 km of perimeter drain e ) 0.4 km internal Bund/Drain f ) 4.9 km of Cut-Off Drain |
BLOCK B a ) 1 no. tidal gate b ) 4 nos. of timber crossing c ) 2.1 km of perimeter bund d ) 1.5 km of perimeter drain e ) 0.6 km internal Bund/ Drain f ) 4.9 km of Cut-Off Drain |
BLOCK C a ) 1 no. tidal gate b ) 9 nos. of timber crossing c ) 4 no. check gate d ) 4.0 km of perimeter bund e ) 2.3 km of perimeter drain f ) 3.8 km internal Bund/Drain g ) 11.8 km of Cut-Off Drain |
BLOCK D a ) 1 no. tidal gate b ) 4 nos. of timber crossing c ) 2 no. of control drop d ) 3.4 km of perimeter bund e ) 1.6 km of perimeter drain f ) 1.8 km internal Bund/Drain g ) 7.9 km of Cut-Off Drain. |
BLOCK E a ) 1 no. tidal gate b ) 4 nos. of timber crossing c ) 4 nos. of control drop d ) 3.8 km of perimeter bund e ) 1.5 km of perimeter drain f ) 3.8 km internal Bund/Drain g ) 10.9 km of Cut-Off Drain. |
| SUNGAI ENTULANG CONTROLLED DRAINAGE SCHEME | ||
|
District
|
Sri Aman | |
| Division | Sri Aman | |
| Construction Period | 1983 to the present date | |
| Date of Completion | 1983 | |
| Project Life | 30 years | |
| Scheme Location | The scheme is situated on the left bank of Btg. Lupar about 10 km downstream of Sri Aman. | |
| Scheme Area | 134 hectares. | |
| Cost of Construction | RM 1.35 million | |
| Objective of Scheme | The implemention of the scheme is to improve the existing padi area. With the drainage facilities, it can provide a favourable condition for an off season cultivation. | |
| Scheme Components/ Infrastructures | BLOCK A a ) 2.2 km of perimeter drain b ) 3.7 km of perimeter bund c ) 1.9 km internal drain d ) 1.5 km of cut-off drain e ) 1 no. tidal gate f ) 3 nos. of control drop g ) 5 nos. of timber crossing |
BLOCK B a ) 1.8 km of perimeter drain b ) 3.6 km of perimeter bund c ) 2.6 km internal drain d ) 2.4 km of cut-off drain e ) 1 no. tidal gate f ) 4 nos. of control drop g ) 14 nos. of timber crossing |
