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Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityBadvel Municipality – Detailed Project Report (Final) - EnvironmentTable 3.3.1-2: Land use Pattern of the Project Intervention AreaLocation Type of land use Area/ Length (sqm/m)Intake Site –BrahmasagarWater bodyNearby open areaPercentagesubproject areaArea- 500 sq m Water body - 80%Open area- 20%ofBrief descriptionReservoir area andland nearby thereservoirWTP location- nearintake siteTransmission line/rising mainDistribution areaELSRsInside Municipal officecompoundBy the side of theexisting 200 KL ELSRat Gandhi NagarBy the side of Kotastreet (Old PanchayatOffice)By the side of existing60 KL GLSR atChemuduruBy the side of existing150 KL GLSR atSundharaih NagarScrub land Area- 24,300 sq m Scrub - 100% Located near intake,scrub land in hillockAgricultural Area- approx. Agricultural- 20%Fallow/vacant landFallow land- 80%Mixed- Residentialand commercialareaFew vacant areaSurplus land insideoffice compound42,000.00 sq mLength – approx.42 kmArea- approx.100,000 sq mLength – approx.125 kmMixed Residential &Commercial – 90%Vacant land- 10%2250 m2 Vacant land -80 %Office area- 20%Mostly fallow land,some agricultural landpresent in patchesThroughout the town -10 distribution zonesProposed reservoir sitelocated within municipaloffice compound, sitelocated near residentialarea.Vacant land 4000 m2 Vacant land - 100 % Proposed site is locatednear residential area. Acourt is present nearby.Panchyat Office 600 m2 Panchyat office - 50 % Proposed site locatedVacant landVacant land- 50% near residential area.Residential areaThe dilapidatedPanchayat office will bedemolished to constructELSR.Scrub land 600 m2 100 % Proposed site locatedover hillock. Locatednear residential area.Church present nearby.Scrub landVacant landResidential area2000 m2 Scrub land- 85 %Vacant land- 10%Residential area- 5%Proposed site locatedover hillock. Locatednear residential area.Near 150 KL ELSR atMarutamma NagarVacant land 1000 m2 100 % Proposed site is locatedon high ground. There isa polytechnic collegenearby.Besides old ELSR atValuru VaripalleBy the side ofexisting ELSRPartly vacant land2000 m2 Vacant land- 70%Existing ELSR- 30%Proposed site locatedwithin municipality plainland3.3.2 IndustryExploration and Mining is an important activity in Kadapa. M/s. Coramandal Fertilizers established a cementfactory with an annual yield of 10 lakh tons located in Kadapa. Bharat cement corporation is also a bigindustry increases its capacity to 10 lakh tons. National mineral development corporation is extractingAsbestos in Brahman palli and Barytes in Mangampet. Zuari Cements, India Cement Ltd, Corus India Ltd arethe other industries at Kadapa. There is no industry at or near Badvel town.There is no industry and offices (institutes) within project intervention area.19
Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityBadvel Municipality – Detailed Project Report (Final) - Environment3.3.3 AgricultureBlack cotton soil lands of the district are 24%, black soil 19%, sandy soil lands 4%, red soil lands 25%. Thefirst variety lands are very fertile. Sandy soil lands are not so fertile. ‘Korra’, orange, lime and betel leaf is thespecial crops. They are cultivated near river beds. Starting at Sunkesula Dam on Tungabadra river Kurnool-Cuddapah (K.C) Canal flows through Kadapa and Kurnool districts providing water to 40 km² of cultivableland.Major irrigation sources in the district are K.C canal, the Mydukur and the Chapadu Project, the upperSagileru and lower Sagileru and the Pincha Projects. Paddy, Groundnut, Red gram, Cotton, Bengal gramare the major agricultural crops. Mango, Citrus, Banana, Melons, Papaya are the fruit crops. Turmeric,Onion, Chillies, Coriander, Vegetables and Chrysanthemum are other commercial crops grown in thedistrict. Fertile agricultural land is located near Badvel town.3.3.4 Infrastructure facility3.3.4.1 Water SupplyPresent water supply to the Badvel town at present is fully dependent on ground water. There are about 60power pump fitted bore wells and 310 hand pump fitted bore wells. Water from power pump fitted bore wellsis either taken to the Elevated Service Reservoir (ELSR) for distribution to the consumers through a networkof distribution system or directly pumped to the distribution system. On an average there are two bore wellsper ELSR. There are 24 bore wells which are pumping water to the ELSRs and the rest 36 bore wells aredirectly pumping water to the distribution system. Per capita supply of water is about 68 litres. Total supply ofwater is about 2.78 MLD.Other than the ground water there are few other sources of water for Badvel town. These are:Surface water of the Right Bank canal of the Sri Potuluri Veera Brahmendra Swami Reservoir (SPVBR)at/near Nandi Palle located about 8 km away from the town.• Surface water of Left bank canal of the SPBVR reservoir.• Surface water of Lakshmi Palle Tank.• Surface water of Badvel Tank.• Sub-Surface flow of the river Sagileru.• Sub-Surface flow of the river Penna.• Surface water of the SPVBR reservoir.Analysis shows that none of the above sources is perennial and sustainable except the SPVBR(Brahmasagar) reservoir water to meet the designed need of Badvel Municipality.The matter of sharing water for the Badvel Municipality from the Bhramasagar Reservoir was discussed withthe Superintending Engineer, Telegu Ganga Project. Water demand of Badvel Municipality area has beenestimated at 17.83 MLD for the year 2040. This is equivalent to around 0.25 TMC. During discussion, theSuperintending Engineer opined that Bhramasagar Reservoir has sufficient water to meet the drinking waterrequirement of Badvel Municipality area.3.3.4.2 Distribution SystemFor ease in distribution and maintenance, the town has been divided into four blocks. Each block has beendivided into small zones. Each zone is provided with a zonal reservoir and two bore wells. There are 13ELSRs of capacity varying from 40 KL to 200 KL. In addition there are 3 GLSRs of capacity varying from 15KL to 150 KL. Total storage capacity is 2040 KL. Water from the reservoirs is distributed through a networkof AC/uPVC pipelines of 80 mm sizes. Total length of pipe line is about 64 km. The pipe network coversabout 70% of the municipal area. Either the rest of the area is served by municipal tankers or through handpump fitted bore wells. There are about 4415 house connections.20
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