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Estate Service Asset - PDO

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Petroleum Development Oman<br />

<strong>Estate</strong> <strong>Service</strong>s <strong>Asset</strong><br />

Environmental Assessment<br />

2002 Review and Update<br />

the temperature of the incinerators reaches 60 o C, the primary chamber is opened and<br />

the remaining ash is removed.<br />

The combustion gases are released into the atmosphere through a stack, with a release<br />

height of about 10 m above the ground level. Due to the presence of plastics and other<br />

synthetic materials in the waste, thermal degradation may generate toxic gases such as<br />

carbon monoxide, hydrogen chloride, hydrogen fluoride, dioxins and furans. The<br />

concentrations of these gases in the stack emissions are not known, since the stack<br />

gases are not monitored. Nevertheless, scrubbers are not considered necessary and<br />

hence not provided.<br />

4.3 Liquid Effluents<br />

4.3.1 Sources of Generation<br />

The liquid effluent streams generated in the areas serviced by estate services asset<br />

may be classified as continuous, intermittent and accidental. The continuous effluents<br />

consist of the sewage generated due to domestic use of water in the residential units,<br />

restaurants and the administrative buildings in the RAH and MAF areas. The<br />

intermittent effluents are mainly the wastewaters generated from carwash and<br />

workshops located within the MAF area. With respect to accidental (including oils,<br />

chemicals, water and wastewater), these may result due to leaks and spills of liquids<br />

due to pipeline failure, storage tank failure and road accidents. The leaks and spills<br />

usually get absorbed in the soils, resulting in soil contamination. Accidental leaks and<br />

spills are considered separately in section 4.6.<br />

The continuous and intermittent effluents are treated together in two STPs, one<br />

located in RAH and another located in MAF.<br />

4.3.2 Wastewater Treatment<br />

The wastewater generated from all the buildings and houses located within RAH and<br />

MAF flow through a network of underground sewers. Eighteen lifting stations placed<br />

at strategic locations to transport the raw sewage to the main STP. The sewage<br />

collected in the sumps is continuously pumped to the STPs, one located in RAH area<br />

(RAH-STP) with a design hydraulic capacity of 564 m 3 /d (after capacity<br />

enhancement) and another located in MAF area (MAF-STP) with a design hydraulic<br />

capacity of 540 m 3 /d (after capacity enhancement).<br />

©HMR Environmental Engineering Consultants C4 - 3<br />

Oman’s Environmental Consultancy<br />

HMR\1501\<strong>Estate</strong> <strong>Service</strong>s

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