Part1 - Andhra Pradesh Municipal Development Project Website

Comprehensive Planning of Water Supply Service improvements In the following ULBs(1) Ananthapur Municipal Corporation, (2) Chittoor Municipality and (3) Badvel MunicipalityDPR Final – Ananthapur M. C. – EnvironmentTable 3.1.9.4-2: Details of Existing Water SupplyDemand of water supplyQuantity of current supplySource of current supplyCurrent deficiencyDescription of water treatment statusPresent volume of sewage generated per day fromthe beneficiaries householdsMode of disposal of sewage? Drain/open floodingBrief condition of the sewage drainIf the beneficiaries have sewerage connection, itsmaximum volumeExpected volume of sewage per day due to increasein water in water supplyIs the present sewage system (if any) designed foradditional sewage that would be let out to additionalwater supply? If no, measures taken93 MLD in 2026 & 127.77 MLD in 2040 (covering both core &added area)Per capita supply of water is about 65 litres. Total supply ofwater is about 21 MLD.One (1) TMC (77.60 MLD) of water has been allocated by theI&CAD Department (from PABR- new scheme underimplementation) for water supply to Ananthapur townAt present water supplied in Ananthapur town is fromInfiltration Well at Pandameru, Infiltration Well at Tadakleru,Bore Well / Infiltration Well At Racha Kalva, Rapid GravityFilters at Summer Storage (SS) Tank, Slow Sand Filter atSatya Sai Tank, Powered Bore Wells – 190 nos., Hand PumpFitted Bore Wells – 550 nos.The supply of water from the infiltration wells of Pandameruand Tadakleru and ground wells of Rachakalva and other borewells is irregular and unreliable. The water of RG Filters andSS Filters is not sufficient during the canal closure period. Toovercome the problem a new scheme with water of PennaAohobilam Balancing Reservoir (PABR) as the source isunder full commissioning.Requirement in 2011 - 0.87 TMC (67.64 MLD), No shortfallexcept distributionThe capacity of existing water treatment plant (WTP) for thePHED scheme under execution is 61 MLD at Muddalapuram16.83 MLDDrainPucca/ Kutcha DrainThere is no sewerage system in the town65.58 MLD in 2026, 90.36 MLD in 2040Sewerage is not within the scope of this project. Capacity ofsurface drain is sufficient to carry the increased sewage flow.j. Drainage System: The Drainage of the town is implemented by surface drains which ultimatelydischarge to nearby low lying areas. The main drain passes through the middle of the town.According to the information given by the Municipality there are about 191.55 km long Pucca SurfaceDrain and 92.72 km long Kutcha Surface Drain. In addition, there is a storm water drain of 7.80 km,cleaning of storm water drains is ensured by engaging contract labour.k. Solid Waste Management: According to an estimate done by the Municipal Corporation (MC) on anaverage about 105 MT of solid waste is generated in the town in each day which is disposed off bythe MC by simple dumping to fill up low lying areas. The garbage from the streets and the marketplaces are collected with the help of 37 cycle vans and transported to vats located at differentplaces. From the vats, the garbage is collected with the help of 9 tractor trailers and transported tothe low lying dumping ground located outside the municipal limit. The door-to-door collection ofgarbage is done in 25% area of the Municipal Corporation with the help of cycle vans. Eighty percent(80%) of garbage disposal works are done with the help of contract labours.l. Transportation: Ananthapur town is well connected to most major cities in India by the NationalHighways 7 and 205. Ananthapur also has direct train connection to Hyderabad, Bangalore,Mumbai, New Delhi, Ahmedabad, Jaipur, Bhubaneswar, Pune, Vishakapatnam, etc. Puttaparthi26