are provided to enhance the capacity of processors to operate and man the water and sanitation infrastructure networks The primary economic hubs of Koukamma Municipality give credence to this statement as productive performance rely on an uninterrupted, sustainable and quality supply of water and effective and efficient functional sanitation services with optimal infrastructure network performance. These primary economic hubs are agricultural sector (deciduous fruit, dairy and livestock), tourism sector (accommodation and hospitality) and energy sector (alternative renewable energy–wind turbine, biomass, essential oils. Equally, Koukamma Municipality as a WSA and WSP has an enormous responsibility to ensure uninterrupted sustainable and quality supply of water to its local people and end users. In this regard, Koukamma Municipality has a populace of 46 000 with not less than 16 settlements that each requires a reliable, sustainable and quality supply of water and functional sanitation facilities or infrastructure network. The status quo of water and sanitation infrastructure challenges and required interventions in each settlement including cost implications is summed up below:- 2.6.2 Service Delivery Analysis Per Settlement 2.6.2.1 Kareedouw Town and Four (4) Settlements Water Treatment Works WTW is estimated to be 2.417ml/day and is adequate to meet future demands the construction of WTW, additional water sources that are used include boreholes and water from Drie Krone Dam final concrete reservoirs and newly refurbished chlorine dosing facility and 3 sludge dams Capacity of the raw water feeding the plant has been exceeded thus affecting the efficient operations No flow meters installed at the and outlet Lime stabilisation tank is not operational and also pressure filters are not sufficiently operating Corrugated roof sheets of the 2 concrete reservoirs are rusted and the newly refurbished chlorine dosing facility is not linked to the flow and 3 sludge dams are overgrown with vegetation Required Interventions Process design due to increased intake of raw water Install flow meters at inlet and outlet and replace limestone in the stabilisation tank Chlorine dosing system needs to be linked to the flow and 2 concrete reservoirs need to be repaired Tank re-commissioning Replacement of all nozzles and valves with filter in pressure filters and blower
are provided to enhance the capacity of processors to operate and man the water and sanitation infrastructure networks The primary economic hubs of Koukamma Municipality give credence to this statement as productive performance rely on an uninterrupted, sustainable and quality supply of water and effective and efficient functional sanitation services with optimal infrastructure network performance. These primary economic hubs are agricultural sector (deciduous fruit, dairy and livestock), tourism sector (accommodation and hospitality) and energy sector (alternative renewable energy–wind turbine, biomass, essential oils. Equally, Koukamma Municipality as a WSA and WSP has an enormous responsibility to ensure uninterrupted sustainable and quality supply of water to its local people and end users. In this regard, Koukamma Municipality has a populace of 46 000 with not less than 16 settlements that each requires a reliable, sustainable and quality supply of water and functional sanitation facilities or infrastructure network. The status quo of water and sanitation infrastructure challenges and required interventions in each settlement including cost implications is summed up below:- 2.6.2 Service Delivery Analysis Per Settlement 2.6.2.1 Kareedouw Town and Four (4) Settlements Water Treatment Works WTW is estimated to be 2.417ml/day and is adequate to meet future demands the construction of WTW, additional water sources that are used include boreholes and water from Drie Krone Dam final concrete reservoirs and newly refurbished chlorine dosing facility and 3 sludge dams Capacity of the raw water feeding the plant has been exceeded thus affecting the efficient operations No flow meters installed at the and outlet Lime stabilisation tank is not operational and also pressure filters are not sufficiently operating Corrugated roof sheets of the 2 concrete reservoirs are rusted and the newly refurbished chlorine dosing facility is not linked to the flow and 3 sludge dams are overgrown with vegetation Required Interventions Process design due to increased intake of raw water Install flow meters at inlet and outlet and replace limestone in the stabilisation tank Chlorine dosing system needs to be linked to the flow and 2 concrete reservoirs need to be repaired Tank re-commissioning Replacement of all nozzles and valves with filter in pressure filters and blower
2015-16-Draft-IDP.docx