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38254-04-ind-iee-20 Badami.pdf - kuidfc

38254-04-ind-iee-20 Badami.pdf - kuidfc

38254-04-ind-iee-20 Badami.pdf - kuidfc

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NKUSIP (Package II – Belgaum)Tranche II Sub-projects in <strong>Badami</strong>TMCInitial Environment Examination (IEE)16. The structural components of the ingvestment program lie in the city area and most ofurban drainage lines of the proposed project passes along the existing road tracks andleads to natural nallahs. As a whole, the project does not fall in any restricted areas,wildlife national parks, and any other places where the law of the land prohibits anyconstruction activities. In addition, the scale of human settlement or human livesaffected because of project activities is quite insignificant.The <strong>Badami</strong> ULB specificcomponents of the program are given below:Table 2.2: Sub-project components under Tranche 2Infrastructure Description LocationComponents to be built under Tranche 2Tourism Infrastructure development <strong>Badami</strong>Urban drainage Rehabilitation of nallahs -providing secondary drains toavoid flooding, desilting,removal of debris andvegetation, side protectionwith stone masonry walls andproviding cross culverts atroad crossingsNallah No.1 - Addahalla,Nallah No.2 and Nallah No.3Slum Up-gradationWater supply rehabilitationSewerage and sanitationUrban drainageUrban roadsCommunity toiletsStreet lightsDeclared slum-MahalgattiShivalaya to Ambedkar circleslum2.6 Existing Condition of proposed Program Components in <strong>Badami</strong> TMC2.6.1 Urban Drainage (Storm Water Drainage) System17. <strong>Badami</strong> town is situated at midst of the ravine between two rocky hills. An annualaverage rainfall is 600mm as against the normal rainfall 578mm. Heavy rainfall isexperienced between the months of August to September. The town slopes gentlytowards the southern and eastern side converting in the valley running along theperiphery of the town. It ends in the river Mallaprabha on the eastern side at a distanceof 8 Km.18. The existing storm water drains are of the open drain type with primary drains in theform of natural nallahs and secondary and territory drains in the form of pucca andkutcha drains. There are three primary drains viz., Nalla No. 1 (Adda halla), Nalla no.2and Nallah No. 3. In addition secondary and tertiary Drains are also found in this town.KUIDFC 12 SPAN

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