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Download - Andhra Pradesh Municipal Development Project Website

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Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur <strong>Municipal</strong> Corporation,(2) Chittoor <strong>Municipal</strong>ity and (3) Badvel <strong>Municipal</strong>ityBadvel <strong>Municipal</strong>ity – Detailed <strong>Project</strong> Report (Final) - EnvironmentThe water of Sri Pothuluri Veera Brahmendra Swami Balancing Reservoir (SPVBR) has been selected asthe source of water for Badvel town as this the only reliable and sustainable source. The raw water demandfor 2026 is 11.52 MLD (0.15 TMC) and the same for 2040 is 17.83 MLD (0.23 TMC) for the Core <strong>Municipal</strong>area. Government of A.P. vide Memo No.23375/WRG/2011-2, dt.03-12-2011 have accorded permission fordrawal of 0.25 TMC of water from Sri Pothuluri Veera Brahmendra Swamy Reservoir(SPVBR) for drinkingwater facility to Badvel <strong>Municipal</strong>ity, subject to availability of surplus water from Krishna River throughPothireddypadu Head Regulator.Intake: There is no intake facility of water for Badvel from dam. The water from the reservoir will be drawn byconstructing an Intake structure near the saddle dam. Water from the reservoir will be pumped andtransferred to the WTP through a pumping main.WTP: At present there is no Water Treatment Plant for Badvel. It is proposed to construct a Water TreatmentPlant of 9 MLD for Midterm period and increase the capacity to 18 MLD WTP by constructing additional onemodule of 9 MLD for meeting the ultimate demand. The WTP will be located on the hillock adjacent to theSPVBR.Rising Main: The water from the WTP will flow by gravity to the different ELSRs to be constructed in differentplaces in the town. Some of the existing ELSRs will also be used. But with the increase of total water drawllaying of new rising main is essential.Distribution System: Existing water distribution from the reservoirs is through a network of AC/ uPVCpipelines of 80 mm sizes. At present total length of pipe line is about 64 km. The pipe network covers about70% of the municipal area. The rest of the area is either served by municipal tankers or through hand pumpfitted bore wells. Under the present project the distribution system will be fully replaced by new lines to meetthe requirements for the year 2040.ELSR: At present there are total 16 reservoirs (13 ELSR + 3 GLSR) in the Badvel town, of these only 3numbers will be utilized. As per proposed plan seven new ELSRs will be constructed. The land eitherbelongs to the <strong>Municipal</strong>ity or other Government department and no acquisition of land is necessary. Extentof land requirement is indicated in Table 2.3.2-4.2.3.2 Subproject ComponentsProposed water supply system considered under the present scheme for funding is tabulated and discussedbelow.Table 2.3.2-1: Details of Proposed Water SupplyName of the Sub-project investmentSource of Water supply (Name and type of source)Ground water table at the source (if the source isground water)Distance of source from the target area, final point (inmeters)Details of water treatment plant, if any?Arrangement for environmental monitoring of the waterquality at different stages of supply, operations of watertreatment plant etc. like laboratory, control room andothersDesign considerations to provide water for futureadditional demand due to increase inComprehensive Planning for Water Supply Service Improvementin Badvel <strong>Municipal</strong>itySurface water of Sri Pothuluri Veera Brahmendra SwamiBalancing Reservoir (SPVBR) or Bhramasagar has beenselected as the source of drinking water for BadvelNo ground water source will be utilizedApprox. 30 km from Badvel townProposed water treatment plant – It is proposed to construct aWTP of 9 MLD which will meet the requirements up to 2026 with25% overloading. Another unit of 9 MLD will be constructed tomeet the ultimate demand. The WTP will be located on thehillock adjacent to the SPVBREnvironmental Monitoring – assessment of raw water fromreservoir and treated water will be done in the laboratory atWTP. Daily and monthly analysis will be done for standardparameters for assessing drinking water qualityDesign period- 30 yearsIt is assumed that the short term measures will be implemented9

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