Indian Aluminium Company Limited, Alupuram Smelter Eloor.
Indian Aluminium Company Limited, Alupuram Smelter Eloor.
Indian Aluminium Company Limited, Alupuram Smelter Eloor.
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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.