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Indian Aluminium Company Limited, Alupuram Smelter Eloor.

Indian Aluminium Company Limited, Alupuram Smelter Eloor.

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115<br />

This lab report indicates the presence of effluent and ETP sludge in the adjacent<br />

premises.<br />

6. Effluent treatment plant was started on seeing the inspection team(08/06/05) by<br />

pumping raw effluent from the collection tank to the mixing channel for chemical<br />

treatment.<br />

7. According to the company about 3kg/day effluent treatment plant sludge is generated<br />

which is dewatered in the sludge drying beds and disposed in the recently constructed<br />

temporary storage tank for hazardous wastes. The unit has not obtained authorization<br />

under Hazardous Waste(Management and Handling)Rules 1989 for the disposal of<br />

hazardous wastes.<br />

8. No Hazardous waste was seen stored in the temporary storage facility during the<br />

inspection on 29-11-04. The company authority informed that solid wastes and sludge<br />

generated so far from the effluent treatment plant ,since its inception were land<br />

disposed after drying in sludge drying beds. During the inspection on 8-6-05 sludge<br />

disposal in the temporary facility was seen started . But during the inspection<br />

conducted on several occasions effluent is seen discharged into the Periyar River<br />

violating the consent condition.<br />

9. The company have obtained Boards consent under the water act upto 31-12-04 for<br />

discharging 13,900-l/day effluents.<br />

10. The quality of supernatant effluent sample collected from the secondary settling tank<br />

and overflow channel indicate that the effluent quality is varying to a great extent,<br />

instead of being similar. The overflow sample discharged through outlet is well<br />

within the limits whereas the effluent in the secondary settling tank is highly<br />

contaminated as noted below. The result reveal that bypass line is provided for<br />

admitting fresh water to the outlet for diluting the effluent.<br />

No Determinants Unit Effluent from<br />

Secondary<br />

Settling tank.<br />

1 pH 5.9 7.0<br />

2 Suspended Solids mg/l 647 15<br />

3 TDS (inorganic) ,, 6900 382<br />

4 Zinc ,, 1.60 ND<br />

5 Chlorides ,, 4000 68<br />

6 Sulphates ,, 800 25<br />

7 Phenolic Compounds ,, 30 0.2<br />

8 Oil and grease ,, ND ND<br />

Effluent from overflow channel<br />

of Secondary<br />

Settling tank<br />

11. The report of analysis of effluent collected on 29-11-04 show that the raw effluent<br />

contains high Chlorides(11400 mg/l), Sulphates(2000 mg/l) and Phenolic compounds.

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