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Tamil Research Institute<br />

RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR<br />

DEVELOPMENT OF COLACHEL PORT AT TAMILNADU<br />

FINAL REPORT<br />

There are three Operation and Maintenance (O & M) Divisions in the District, each headed by an Executive<br />

Engineer with headquarters at Nagercoil, Thuckalay and Kuzhithurai. These Executive Engineers are responsible<br />

for the proper maintenance of power supply to the consumers in their respective areas. One construction-cumcommercial<br />

division headed by an Executive Engineer is also functioning, which looks after the construction<br />

works for extension of supply to new consumers in the district.<br />

Table 15:: Power consomption sectorwise Source: Kanyakumari Electricity Distribution circle,<br />

• Water supply and sanitation<br />

Combined Water Supply Schemes (CWSS) are being implemented where more than one local body either<br />

urban or rural with a common source of water supply is involved with financial assistance under the Minimum<br />

Needs Program , National Rural Drinking Water Program and with funding from financial institutions like<br />

TUFIDCO, TNUIFSL, NABARD and Asian Development Bank.<br />

At present, water being supplied to the beneficiaries of Town Panchayats and Village Panchayat of this CWSS<br />

through Bore wells, open wells and infiltration wells in River Pazhayar. The sources are mainly recharged by<br />

irrigation channels during the flow period of nine months only. This is not sufficient throughout the year. Keeping<br />

in view the severity of the problem for providing adequate safe drinking water perennial river Kothayar River is<br />

proposed as source. It is proposed to draw the total net requirement of raw water from Kothayar River on the<br />

upstream side of Thirparappu falls at Kaliyal.<br />

It is proposed to tap the Raw water from River Kuzhithuraiyar near Chengilagam through 8 m dia meter intake<br />

well. The water from the intake well will be pumped to the proposed 1 lakh litre Sump by 3 set of submersible<br />

pumpset through 250 mm CI LA class pipes. The water from the sump will be pumped to the Treatment site at<br />

Athencode by 3 sets of Centrifugal pumpset through 600 mm BWSC Pipe. After the full scale treatment the<br />

water will be pumped to the various beneficiaries through existing system of pumping mains of 22420 m by<br />

interlinking. It is also proposed to replace the existing pipe line for a length of 5415 m, for the 79 habitations in<br />

Melpuram Union,and it is proposed to lay 80383 m of pumping main and branch pumping main.<br />

The raw water will be abstracted through off take well from the river and will be pumped for about 23.28 KM<br />

through 700m MS and 500 mm and 450mm DI Pipes to the proposed treatment unit of Capacity 19.15 MLD<br />

at Arumanallur. From the Treatment Unit, the clear water will be conveyed to the proposed 39 Nos of sumps in<br />

the Town Panchayats and Village Panchayats through 500mm to 200 mm DI Pipes and 160 mm to 50 mm PVC<br />

Pipes for a distance about 162.16 KM.<br />

From the sumps water will be pumped to the existing 287 numbers of existing service reservoirs and 4 nos of<br />

proposed service reservoirs in the Town Panchayats and Village Panchayats for a length of 271 KM and water<br />

CP1832-FR-AX-05-CP-Initial Environmental Examination-Ed4.docx AX05 - 68<br />

www.tamilri.com

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