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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)area. At the Dr. Ambedkar circle area vent opening provided is not sufficient to carrythe flow and hence flooding.Fig. 2.5: Nallah near Dr. Ambedkar CircleFig. 2.6: Existing manhole in the Storm water Drain24. All the above nallahs are natural streams, irregular in shape and carry both thewastewater of the town and natural flow in their catchment. Total length of the primarydrains is 4.77 km while that of secondary and tertiary drains is 14.00 km.Secondary and Territory drains25. Secondary and territory pucca and kutcha drains are provided for the existing roads onits both sides. The total length of the roadside secondary drains is about 69.<strong>20</strong>kms. Thebuilt up open pucca drains are of 10.0kms length and are constructed with stonemasonry with concrete bed and rectangular shape. Open Kutcha drains (14.0kms inlength) are irregular in shape and most of them are damaged due to traffic problems.26. All the drains eventually join adda halla, which joins Saraswathi halla at 6 km distancefrom the town and ultimately meets Malaprabha River further 2.5 km away. Most ofthe storm water (90%) drains into natural nallahs and (10%) open fields.27. Most of the drains are choked up due to dumping of garbage and debris. Because oflack of operation and maintenance of the system, most of the drains are in chokedKUIDFC 15 SPAN

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