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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 MunicipalityDetailed Project Report (Final) - Badvel Municipality –- EnvironmentEXECUTIVE SUMMARYTABLE OF CONTENT1 INTRODUCTION ...................................................................................................................................... 11.1 PURPOSE OF THE REPORT ........................................................................................................................... 11.2 EXTENT OF THE EA STUDY .......................................................................................................................... 11.3 APPLICABLE LEGISLATION ............................................................................................................................ 11.3.1 World bank Policy ......................................................................................................................... 11.3.2 National Law ................................................................................................................................. 31.3.3 Others ........................................................................................................................................... 42 DESCRIPTION OF THE PROJECT ......................................................................................................... 62.1 TYPE, CATEGORY AND NEED ....................................................................................................................... 62.2 LOCATION AND IMPLEMENTATION SCHEDULE ................................................................................................ 62.3 DESCRIPTION OF THE SUBPROJECT .............................................................................................................. 82.3.1 Existing Water Supply and Service Delivery ................................................................................. 82.3.2 Subproject Components ............................................................................................................... 93 DESCRIPTION OF THE ENVIRONMENT ............................................................................................. 113.1 PHYSICAL RESOURCES .............................................................................................................................. 113.1.1 Physiography & Terrain .............................................................................................................. 113.1.2 Geology and soil ......................................................................................................................... 113.1.3 Geo-environmental hazard ......................................................................................................... 123.1.4 Meteorology ................................................................................................................................ 133.1.5 Surface water Status and Quality ............................................................................................... 133.1.6 Geohydrology and Ground water status ..................................................................................... 143.1.7 Air and Noise Quality .................................................................................................................. 153.2 BIOLOGICAL RESOURCES .......................................................................................................................... 163.3 ECONOMIC DEVELOPMENT ......................................................................................................................... 183.3.1 Land use ..................................................................................................................................... 183.3.2 Industry ....................................................................................................................................... 193.3.3 Agriculture ................................................................................................................................... 203.3.4 Infrastructure facility .................................................................................................................... 203.4 SOCIAL AND CULTURAL RESOURCES .......................................................................................................... 223.4.1 Demographic Status ................................................................................................................... 223.4.2 Health and Educational Facilities ................................................................................................ 223.4.3 History, Culture, and Tourism ..................................................................................................... 234 ANALYSIS OF ALTERNATIVES ........................................................................................................... 24

Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityDetailed Project Report (Final) - Badvel Municipality –- Environment5 ANTICIPATED IMPACTS AND MITIGATION MEASURES .................................................................. 265.1 PRE-CONSTRUCTION – LOCATION AND DESIGN ........................................................................................... 265.1.1 Design of the proposed components .......................................................................................... 265.1.2 Location of Sources .................................................................................................................... 265.1.3 Distribution Network .................................................................................................................... 275.1.4 Utilities ......................................................................................................................................... 275.1.5 Water Supply............................................................................................................................... 275.1.6 Social and Cultural Resources.................................................................................................... 275.1.7 Site selection for construction of work camps, stockpile areas, storage areas, and disposalareas 285.1.8 Site selection of sources of materials ......................................................................................... 285.2 CONSTRUCTION ........................................................................................................................................ 285.2.1 Screening of No Significant Impacts ........................................................................................... 285.2.2 Construction method ................................................................................................................... 295.2.3 Anticipated Impacts and Mitigation Measures ............................................................................ 305.3 OPERATION AND MAINTENANCE ................................................................................................................. 365.3.1 Screening out areas of no significant impact .............................................................................. 365.3.2 Operation and Maintenance of the Improved Water Supply System.......................................... 365.3.3 Anticipated Environmental Impacts and Mitigation Measures .................................................... 376 PUBLIC CONSULTATION AND INFORMATION DISCLOSURE ......................................................... 406.1 PROJECT STAKEHOLDERS ......................................................................................................................... 406.2 CONSULTATION AND DISCLOSURE .............................................................................................................. 417 GRIEVANCE REDRESS MECHANISM ................................................................................................. 418 ENVIRONMENTAL MANAGEMENT PLAN .......................................................................................... 428.1 INSTITUTIONAL ARRANGEMENTS................................................................................................................. 428.2 ENVIRONMENTAL MANAGEMENT AND MITIGATION PLAN .............................................................................. 458.3 ENVIRONMENTAL MONITORING PROGRAM .................................................................................................. 458.4 ENVIRONMENTAL MANAGEMENT PLAN COSTS ............................................................................................ 689 FINDINGS AND RECOMMENDATIONS ............................................................................................... 6910 CONCLUSIONS ..................................................................................................................................... 70

Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityDetailed Project Report (Final) - Badvel Municipality –- EnvironmentABBREVIATIONSAPMDP ---- Andhra Pradesh Municipal Developement ProjectAPPCB --- Andhra Pradesh Pollution Control BoardBoQ — Bill of QuantityCFE — Consent for EstablishmentCFO — Consent for OperationCGWB — Central Ground Water BoardCPHEEO --- Central Public Health and Environmental EngineeringOrganizationCWR — Clear Water ReservoirsEA ---- Environmental AssessmentEIA — Environmental Impact AssessmentELSR --- Elevated Level Storage ReservoirEMP — Environmental Management PlanESMC --- Environment & Social Management CommitteeGSHAP — Global Seismic Hazard Assessment ProgramH and S — Health and safetyMLD — Million liters per dayMoEF — Ministry of Environment and ForestsNAAQS — National Ambient Air Quality StandardsNGO — Non Governmental OrganizationNRW — Non Revenue WaterO & M — Operation and MaintenanceOHSR — Overhead Storage ReservoirsOMC — Operations and Maintenance ContractorsPHED — Public Health Engineering DepartmentRoW — Right of waySEIAA — State Environment Impact Assessment AuthoritySR ---- Service ReservoirSTP — Sewage Treatment PlantTDS — Total dissolved solidsTOR — Terms of referenceUFW --- Unaccounted for WaterULB — Urban Local BodyWTP — Water Treatment Plant

Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityDetailed Project Report (Final) - Badvel Municipality –- EnvironmentLIST OF ANNEXUREAnnexure 1Annexure 2Annexure 3Annexure 4Annexure 5Annexure 6Annexure 7Annexure 8Annexure 9Annexure 10Annexure 11Annexure 12Annexure 13Photographic Illustrations of different Project Components in BadvelLocation Map of Existing (Sheet 1) and Proposed (Sheet 2) Water Supply facilities ofBadvelTopographical /Contour Map of BadvelAir Quality, Noise Monitoring and Water Quality Data of SPVBR and Bore Wells Airquality at Intake, WTP, Pump house locations–(Badvel)Environmental Features in and around project componentsApplicable Environmental Standard of CPCBFocus Group Discussion & Public Consultation Local Level- EnvironmentStakeholders ConsultationMinutes of Stakeholders Meeting in BadvelAttendance sheets of Stakeholders Meeting in BadvelNewspaper ClippingsSample Grievance Registration FormRecommended Contract Clauses

Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityDetailed Project Report (Final) - Badvel Municipality –- EnvironmentLIST OF TABLESSl. No. Table Page no.Table 1.3.3-1 Applicable Laws and Policies for Water Supply project 4Table 1.3.3-2Compliance of Environmental and Forest Rule Regulation for Badvel WaterSupply Project5Table 2.3.2-1 Details of Proposed Water Supply 9Table 2.3.2-2 Capacity of Intake Facility required for Badvel Municipality 10Table 2.3.2-3 Details of existing Reservoirs to be utilized in proposed scheme 11Table 2.3.2-4 Details of New Reservoirs proposed under the present scheme 11Table 3.1.2-1 Soil condition in and around the project area 12Table 3.1.5-1 Surface water quality of Brahmasagar reservoir 14Table 3.1.6-1 Percentage stage of development of ground water versus category 14Table 3.1.6-2 Ground water quality of Badvel Borewell and Supply (Tap) water 15Table 3.1.7-1 Ambient air quality levels in the sub-project locations 15Table 3.2-1 Total number of floral species present in the sub-project intervention area 17Table 3.3.1-1 Land use pattern of Badvel 18Table 3.3.1-2 Land use Pattern of the Project Intervention Area 19Table 3.3.4.3-1 Details of Existing Water Supply 21Table 3.4.1-1 Population of Badvel Municipality 22Table 3.4.3-1 Sensitive areas (religious place) in sub-project intervention area 23Table 4-1 Summary of Alternative analysis 24Table 4-2 Proposed Options and its Environmental Consequences 26Table 5.2.1-1 Fields in which construction is not expected to have significant impacts 28Table 5.2.3-1 Construction activity and short term mitigation 30Table 5.2.3-2Table 5.3.1-1Total number of trees that would be destroyed due to sub-projectintervention areas- Rising main locationFields in which Operation and Maintenance of the Completed Water SupplySystem is not expected to have Significant Impacts3236Table 5.3.2-1 Generation and Management of sludge from WTP 37Table 8.2-1 Anticipated Impacts and Mitigation Measures – Pre-constructionEnvironmental Management & Mitigation Plan46Table 8.2-2Table 8.2-3Anticipated Impacts and Mitigation Measures – Construction EnvironmentalManagement & Mitigation PlanAnticipated Impacts and Mitigation Measures – Operation and MaintenanceEnvironmental Management & Mitigation Plan4859Table 8.3-1 Pre-construction Environmental Monitoring Program 62Table 8.3-2 Construction Environmental Monitoring Program 64

Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityDetailed Project Report (Final) - Badvel Municipality –- EnvironmentSl. No. Table Page no.Table 8.4-1Environmental Budget for Environmental Management Measures – MidtermLevel68Table 8.4-2 Summary of Environmental Management and Monitoring Costs (INR) 69LIST OF DRAWINGSSl No Description Drawing No.1 Location Map of Existing (Sheet 1) Water Supply facilities of Badvel APMDP/BDVL/022 Location Map of Proposed (Sheet 2) Water Supply facilities of Badvel APMDP/BDVL/043 Topographical / Contour Map of Badvel APMDP/BDVL/1B

Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityDetailed Project Report (Final) - Badvel Municipality –- EnvironmentEXECUTIVE SUMMARYThe Government of Andhra Pradesh (GoAP) through Government of India has negotiated a loan from theWorld Bank to plan and prepare water supply scheme for Badvel Municipality covering capital improvementand technical, financial and managerial capacity improvements to enable the ULBs to deliver the desiredservices.This Environmental Assessment (EA) Report has been prepared for the Badvel Water Supply Project as partof APMDP. The major Sub-Project components are: (i) Laying of a new Distribution System, Construction ofElevated Level Storage Reservoir (ELSR), and (ii) Construction of Water Treatment Plant (WTP) includingIntake Well, Raw Water Rising Main and Clear Water Rising Main.The sub-project is needed because the present water supply system of Badvel is inadequate for the needs ofthe growing population. In respect to present population and as per situation assessment, the overalldeficiency of water requirement is 0.07 TMC i.e 5.37 MLD. Moreover the storage and distribution network isinsufficient to meet even present requirements. Improvement in the water supply system has been identifiedas a major priority in the Badvel town. The objective of this sub-project is to provide wholesome potablewater @ 70 lpcd to 100% population, throughout the day in 24x7 modules, at required minimum pressurehead as stipulated in the Design basis.Tendering process is expected to be completed by December, 2012. Project implementation is likely to startin January, 2013 and is likely to be completed by end of 2015.Some of the subproject sites are located in the built-up area of Badvel town which are generally flat. Thesubproject sites are not located in areas prone to water-logging, salination, and flash flood. There are noprotected areas, wetlands, mangroves, or estuarine in or within the subproject sites. Trees, vegetation(mostly shrubs and grasses), and animals are those commonly found in urban areas. The subproject sitesare not located in agricultural lands. The subproject sites are not located in or near any historically-,culturally-, archaeologically- or architecturally- significant or tourists’ area.This EA report was prepared on the basis of detailed screening and analysis of all environmentalparameters, field investigations and stakeholder consultations to meet the requirements for environmentalassessment process and documentation as per SEAMF and Government of India Environmental ImpactAssessment (EIA) Notification of 2006. The hard copy of EA for the sub-project will be made available topublic at ULB as well as at CDMA-MSU for public reference and will be disclosed to a wider audience in theapmdp website www.apmdp.gov.in.An Environmental Management Plan (EMP) is proposed as a part of this report which includes (i) mitigationmeasures for significant environmental impacts during implementation, (ii) environmental monitoringprogram, and the responsible entities for mitigation, monitoring, and reporting; & (iii) public consultation andinformation disclosure; and grievance redress mechanism.Potential negative impacts were identified in relation to construction and operation of the improvedinfrastructure. No impacts were identified as being due to the project design or location. Mitigation measureshave been developed to reduce all negative impacts to acceptable levels. A number of impacts and theirsignificance have already been reduced by amending the designs.During the construction phase, impacts mainly arise from the need to dispose of moderate quantities ofwaste soil and import a similar amount of sand to support the pipes in the trenches,metal for RCC works; andfrom the disturbance of residents, businesses, traffic and important buildings by the construction work. Theseare common impacts of construction in urban areas, and there are well developed methods for theirmitigation.Most of the mitigation measures require the construction contractors to adopt good site practice, whichshould be part of their normal procedures, so there are unlikely to be major costs associated withcompliance. Regardless of this, costs of mitigation by the construction contractor are included in the budgetsas part of Environmental Management Plan. Estimated cost of Environmental Management Plan for the subprojectas a whole is INR 11.65 Lakhs.

Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityDetailed Project Report (Final) - Badvel Municipality –- EnvironmentCONCLUSIONThe project is unlikely to cause significant adverse impacts. The potential adverse impacts that areassociated with design, construction, and operation can be mitigated to standard levels without difficultythrough incorporation or application of recommended mitigation measures and procedures.Sr.No.1 Water Supply Health risk due to closureof water supplySummary of EMP for Badvel Water Supply SchemeImpact Field Impact to Environment Mitigation Measures2 Utilities Impact on telephone lines,electric poles and wires,water pipe (old) existingwithin right-of-way (ROW)3 Social and Ground disturbance canCulturaluncover and damageResources archaeological andhistorical remainsMay affect religiousstructure4 Construction workcamps, spot mixplants, stockpileareas, materialstorage areas,and disposalareas.5 Landscape andAestheticsDisruption to traffic flowaffect social lifeSolid wastes as well asexcess constructionmaterials6 Air Quality Emissions fromconstruction vehicles,equipment, and machineryused for excavation andconstruction resulting todusts and increase inconcentration of vehiclerelatedpollutants such ascarbon monoxide, sulfuroxides, particulate matter,nitrous oxides, andhydrocarbons7 Surface water Mobilization of settled siltqualitymaterials, run-off fromstockpiled materials, andchemical contaminationThere is no chance of closure of present scheme either duringconstruction or during inter connection. Existing serviceconnections will be disconnected after commissioning of the newsystemTelephone lines, power lines etc will be suitably avoided duringpipeline laying(i) Alternatives needs to considered if the site is found to be ofmedium or high risk(ii) Chance finds will be recognised and measures should betaken to ensure they are protected and conserved(iii) Pipe laying nearsensitive receptors in project areas like ,Church – near Nandipall, Mosque – near Old Panchayat Office,Temple – Veeranjaneya Swami temple near Middolapalem,Temple – Pattabhi Ramalyamnear Surendranagar. Temple –Backside of Balaji residence will be bypassed and no impactexpected. Moreover special protection measures will beconsidered during pipe laying, if necessary.(i) Prioritization of areas within or nearest possible vacant space,Few selected areas are, Peddaraju Palli – 10 Km from SagileruRiver- land on both side, Maladurupadu -18 Km from SagileruRiver – 4 acre land on right side while moving from Badvel toWTP, Maladurupadu- 20 Km from Sagileru River, Gunclapuram–21 Km from Sagileru River, Narasimhapuram –22 Km fromSagileru River, and Choudhariwari Palli –27 Km from SagileruRiver(ii) Not to dispose waste in water body nearby(i) Excess earth (approx. 134203 cum) can be disposed in fillinglow lying pockets within the ULB such as Chinna Kessam Palle,Panga Palle, Bakarampeta(South), Gandhi Nagar and otherareas.(ii) Avoid stockpiling of excess excavated soils; and(ii) Coordinate with Badvel Municipality for beneficial uses ofexcess excavated soils(i) Damp down exposed soil and stockpiles on site by sprayingwater when necessary during dry weather;(ii) Use tarpaulins to cover loose material when transported bytrucks;(iii) Conduct air quality monitoring at sensitive receptors andresidential areas, and(iv) Use only Pollution Under Control certified constructionequipment and vehicle(i) Place storage areas for fuels and lubricants away from anydrainage leading to water bodies;(ii) Wastes generated by construction activities will be disposedin designated sites; and

Comprehensive Planning of Water Supply Service improvements In the following ULBs (1) Ananthapur Municipal Corporation,(2) Chittoor Municipality and (3) Badvel MunicipalityDetailed Project Report (Final) - Badvel Municipality –- EnvironmentSr. Impact Field Impact to Environment Mitigation MeasuresNo.from fuels and lubricantsduring construction workscan contaminate nearbywaterbody particularly atintake well construction site8 Noise Levels Increase in noise level dueto earth-moving andexcavation equipment, andthe transportation ofequipment, materials, andpeople9 Ecological Felling of the trees – affectresourcesterrestrial ecologicalbalance and affectterrestrial & aquatic fauna/wildlife10 Accessibility Traffic problems andconflicts in right-of-way(ROW)11 Socio-Economic –Income.12 Community Healthand Safety.Impede the access ofresidents and customers tonearby shopsTraffic accidents andvehicle collision withpedestrians(iii) Conduct surface water quality inspection particularly at watersource area(i) Scheduling of work for minimum impact- 8 A.M. to 6 P.M.(ii) Use of horns only when required(iii)Measurement of noise level during construction period.(i) Not to dispose any construction materials in the reservoir(water source) which may pollute the water and aquatic life likefish(ii) Minimize removal of vegetation and disallow cutting of trees;(iii) Plantation of 24 trees against 8 fell, and(iv) Obtain tree-cutting permit from Municipality(i) Follow Traffic management plan(ii) Planning of transportation routes so that heavy vehicles donot use narrow local roads(ii) Coordinate with Traffic Police Dept. for temporary roaddiversions transportation activities at highway junction area(iv) Placement of sign board at diversion location(i) Leave spaces for access between mounds of soil at villagelocation near transmission line and distribution area throughoutthe town;(ii) Provision of walkways where required to maintain accessacross trenches for people and vehicles;(iii) Increase workforce in front of critical areas such asinstitutions, place of worship, business establishment, hospitals,and schools etc; and(iv) Covering of trenches at earliest(i) Provision of road signs, safety caution tape and flag personsto warn of dangerous conditions at rising main and distributionpipe laying area

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) - Environment1 INTRODUCTION1.1 Purpose of the ReportThe Government of Andhra Pradesh (GoAP) has received a loan from World Bank to improve the servicesand support improvements in the financial, technical and management capacities of ULBs to sustain theinfrastructures being created to ensure the desired level of water supply.One of the major activities of the Urban Local Bodies (ULB) is to provide safe water supply to the inhabitants.However, lack of adequate fund for investment and maintenance of infrastructure including staff, the desiredlevel of water supply has reduced the effectiveness of water supply services. Inadequate water supply hasbeen identified as an essential issue. The Government of Andhra Pradesh (GoAP) has recognized theproblems faced by the ULBs and has received a loan from the World Bank to improve the services andsupport improvements in the financial, technical and management capacities of ULBs to sustain theinfrastructures being created.This Environmental Assessment (EA) Report has been prepared for the Badvel Water Supply Project as partof APMDP. The major Sub-Project components are: (i) Laying of a new Distribution System, Construction ofElevated Level Storage Reservoir (ELSR), and (ii) Construction of Water Treatment Plant (WTP) includingIntake Well, Raw Water Rising Main and Clear Water Rising Main.This EA report covers the general environmental profile of Badvel and includes an overview of the potentialenvironmental impacts and their magnitude on physical, ecological, economic, and social and culturalresources within the subproject’s influence area during design, construction, and operation stages. AnEnvironmental Management Plan (EMP) is also proposed as part of this report which includes mitigationmeasures for significant environmental impacts during implementation of the Project, environmentalmonitoring program, and the responsible entities for mitigation and monitoring.1.2 Extent of the EA StudyThis EA report was prepared on the basis of detailed screening and analysis of all environmentalparameters, field investigations and stakeholder consultations to meet the requirements for environmentalassessment process and documentation per SEAMF and Government of India Environmental ImpactAssessment (EIA) Notification of 2006.1.3 Applicable LegislationThe implementation of sub-projects proposed under APMDP will be governed by the Environmental Acts,Rules, Policies, and Regulations of the GoI and the state of Andhra Pradesh. These regulations imposerestrictions on the activities to minimize/mitigate likely impacts on the environment.1.3.1 World bank PolicyThe policies involve in the projects under APMDP,• World Bank Operational Policy 4.11 on Cultural property• Environmental policy of TRANSCO• Operational Policy 4.01 (Environmental Assessment of projects)• OP 4.36 (Forestry)World Bank (WB) requires the consideration of environmental issues in all aspects of WB’s operations, andthe requirements for Environmental Assessment are described in EA guideline. This states that WB requiresenvironmental assessment of all project loans, program loans, sector loans, sector development programloans, loans involving financial intermediaries, and private sector loans.1

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) - EnvironmentScreening and Categorization:Based on the severity of the impacts due to the sub-projects on the people, the sub-projects can be dividedinto three main categories.• Category – EA Sub-projects: A sub-project is classified as Category – EA if it is likely to havesignificant adverse social and/or environmental impacts that are sensitive, diverse or unprecedented.These impacts may affect an area broader than the sites or facilities subject to physical works.• For a Category EA sub-project, a detailed environmental assessment along with an environmentalmanagement plan is necessary. This should examine the projects potential negative and positiveenvironmental impacts, compare them with those of feasible alternatives (including the “without project”situation), and recommend any measures needed to prevent, minimize, mitigate or compensate foradverse impacts.1• Category –EB Sub-projects: A proposed sub-project would be classified as category – EB if it is likelyto have potential adverse environmental impacts on human populations but such impacts are lessadverse than those that fall under the Category – EA. These impacts are site specific; few if any ofthem are irreversible; and in most cases mitigation measures can be designed more readily than for acategory – EA projects.• For sub-projects falling in the Category – EB, an environmental status report along with anEnvironmental Management Plan will have to be prepared. Like in the sub-projects falling in Category –EA, the potential negative and positive environmental impacts for the projects under Category – EB willhave to be identified and measures needed to prevent, minimize, mitigate or compensate for adverseimpacts should be examined.• Category – EC Sub-projects: A proposed sub-project is classified as category – EC if it is likely tohave minimal or no adverse social and/or environmental impacts. Beyond screening no further action isrequired for a Category – EC project.However, irrespective of the categorization of the sub-project, if the investment falls in an environmentallysensitive location, a detailed assessment would be done for the sub-project. Such locations include:• Tribal habitats• Natural habitats• Coastal regulation zones• Cultural sites/monuments/heritage structures• Urban forestry/reserved forestEnvironmental Management PlanAn EMP which addresses the potential impacts and risks identified by the environmental assessment shallbe prepared. The level of detail and complexity of the EMP and the priority of the identified measures andactions will be commensurate with the Project’s impact and risks.Public DisclosureAs per World Bank policy the EA for the sub-project shall be disclosed to the public by making the hard copyavailable at ULB as well as CDMA-MSU for public reference. The periodic progress of the sub-project1 Sub projects irrespective of their type, scale or any other parameter that are falling in locations or areas specific tonatural habitats, tribal habitations, cultural sites, heritage constructions, religious monuments, coastal regulation zones,urban forestry or reserved forests shall undergo detailed environmental assessment.2

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) - Environmentinvestment at each stage should be displayed at the construction sites. It should consist of the followingparameters• Number of complaints received and addressed• Finance spent and progress• Estimated time for completion1.3.2 National LawThe new EIA Notification of 2006 of GoI, which replaces the EIA Notification of 1994, requires environmentalclearance for certain defined activities/projects. This Notification classifies the projects/activities that requireenvironmental clearance (EC) into ‘A’ and ‘B’ categories depending on the impact potential and/or scale ofproject. For both category projects, prior environmental clearance is mandatory before any constructionwork, or preparation of land except for securing the land, is started on such project or activity. Clearanceprovisions are as follows:• Category ‘A’ projects require prior environmental clearance from the MoEF, Government of India 2 ;• Category ‘B’ projects require prior environmental clearance from the State Environment ImpactAssessment Authority (SEIAA) 3 ; and• This Notification provides that, any project or activity specified in Category ‘B’ will be treated asCategory A, if located in whole or in part within 10 km from the boundary of protected areas, notifiedareas and inter-state and international boundaries 4 . Also, in the case where a SEIAA does not exist,Category B project will be reviewed by the MoEF and reclassified as Category A.Consequently, the only APMDP subproject listed in the EIA Notification of 2006 Schedule of ProjectsRequiring Prior Environmental Clearance is solid waste facilities, otherwise referred to as Common MunicipalSolid Waste Facilities (CMSWF). Common municipal solid waste management facilities qualify as CategoryB projects and are thus reviewed by the respective SEIAA. For solid waste facilities, the Government of Indiafurther ensures environmental safeguards through its Municipal Solid Waste Management and HandlingRules (SWMHR), 2000 as published under MoEF.Therefore, Environmental Clearance (EC) is not required for this water supply subproject at Badvel.2 For Category A projects, based on the preliminary details provided by the project proponent as per Notification, theExpert Appraisal Committee (EAC) of MoEF, determine comprehensive TOR for EIA studies. This TOR will be finalizedwithin 60 days. On the recommendation of the EAC based on EIA studies, MoEF provides the EC.3 The B category projects will be further divided by State Level EAC into B1 – that require EIA studies and B2 – no EIAstudies. The State Level EAC will determine TOR for EIA studies for B1 projects within 60 days. On the recommendationof the State level EAC based on EIA studies, SEIAA provides the EC.4 (i) Protected Areas notified under the Wild Life (Protection) Act, 1972, (ii) Critically Polluted areas as notified by theCentral Pollution Control Board from time to time, (iii) Notified Eco-sensitive areas, (iv) inter-State boundaries andinternational boundaries.3

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) - Environment1.3.3 OthersFor water supply projects the following environmental laws and policies are applicable.Table 1.3.3-1: Applicable Laws and Policies for Water Supply projectProjectWaterSub-Project• Water Distribution• Water mains• Water PumpingStation• Water TreatmentPlants• Source development• Over head servicereservoir• Ground LevelReservoir• Un accounted forwater (Leak detectionprojects)Applicability of Environmental Lawsand PoliciesThe Environment (Protection) Act, 1986Water (Prevention and Control ofPollution) Cess Act, 1977 includingRulesWater (Prevention and Control ofPollution) Act, 1974 - as amended in1978 &1988Forest (Conservation) Act, 1980 – asamended in 1988RemarksAny act during implementation causingdamage to environmentAs per the Environment (Protection) Act(EA) 1986, ambient noise levels are to bemaintained as stipulated by the CentralPollution Control Board (CPCB) for differentcategories of areas like, commercial,residential and silence zones, etc., duringsub-project construction and operation.Applicable to all activities, which dischargeeffluents as a result of process oroperations.Applicable if the project involves anyactivities in the reserved forests, villageforests, protected forests and other areas asdeclared by the state government.Wildlife Protection Act, 1972 The act prohibits picking, uprooting,damaging, destroying, acquiring anyspecified plant from any forest landIt bans the use of injurious substances,chemicals, explosives that may cause injuryor endanger any wildlife.Notification on Coastal RegulationZone, 1991The Hazardous Wastes (ManagementAnd Handling) Rules, 1989The Public Liability Insurance Act, 1991Andhra Pradesh Water, Land and TreeAct, 2002Permissions to be taken for undertaking anyactivity in the coastal region of 500 m fromthe HTL.Materials such as heavy metals, toxicinorganic, oils, emulsions, spent chemicalsand Metal-finishing wastes emanatingduring construction and operation shall bestored and disposed off as per the Rules.Act enables the people to access legal aidto claim compensation in the event of anaccident occurred while handling anyhazardous substance. So insurance needsto be taken up by the project implementingagencies or contractors.Applicable for protection of natural waterresources in Urban areas and specificallyregulate the exploitation of ground andsurface water sourcesAs per Section 28 of the Andhra Pradesh,Water, Land and Trees Act, 2002, clearanceand written permission from MunicipalCouncil/Municipal Commissioner is neededfor cutting trees/tree branches whileproviding public utility services ordeveloping infrastructure.4

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) - EnvironmentProjectSub-Project• Purchase of watertankers• Purchasing of softwareApplicability of Environmental Lawsand PoliciesAndhra Pradesh InfrastructureDevelopment Enabling Act, 2001Not applicableRemarksApplicable to all urban infrastructureprojects involving private sector involvementin the development, finance, constructionand operation and maintenance phases_____The project proposes to construct town wide infrastructure in the urban areas, where the investmentsintervene with various other infrastructure already in place. In such areas the project implementing agencywill ensure the following clearances before initiating the works.• Clearance from Roads and Buildings Department for cutting roads.• Permission for breaking or shifting of public utilities like sewer lines or water pipe lines from WaterSupply and Sewerage Boards.• Permission and clearance from electricity board for shifting/moving of streetlights and transformersduring execution of project.Since the project components are limited to construction of intake structure over SPVBR (sourceaugmentation), construction of Water Treatment Plant, construction of water storage reservoir, laying ofrising main, and laying of distribution mains, and no components are located within sensitive areas, as perWorld Bank Framework, project is categorized as EB. Therefore limited environmental assessment isrequired.Applicable rules and regulation related to the APMDP entire project and water supply project is shown inTable 1.3.3 -1 above. Now compliance of environmental and forest rules and regulation in respect to projectcomponents selected for Badvel town is shown in Table 1.3.3-2.Table 1.3.3-2: Compliance of Environmental and Forest Rule Regulation forBadvel WaterSupply ProjectSr. Applicable rules related to sub-project ComplianceRemarksNo. components at Badvel1 Environmental clearance from MoEF or SEIAA Not required Not applicable for water supplyproject2 Forest (Conservation) Act, 1980 – as amended in Not requiredNo forest land involved1988- Forest clearance3 Wildlife Protection Act, 1972 Not required No forest land and wild lifeprotection area nearby the subprojectcomponents4 Consent from State Pollution Control Board Not required Not required for water supplyproject5 The Environment (Protection) Act, 1986 Yes Protection of air and noiseenvironmentduringconstruction & operation6 The Hazardous Wastes (Management And Partly applicable Storage and use of oils,Handling) Rules, 1989emulsions, colour, spentchemicals and Metal-finishingwastes emanating duringconstruction7 Andhra Pradesh Water, Land and Tree Act, 2002 Yes as per requirement In case of cutting of tress duringinfrastructure construction,permission is required fromULB5

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) - Environment2 DESCRIPTION OF THE PROJECT2.1 Type, Category and NeedType: This is an urban water supply subproject intended to improve the current situation in Badvel in termsof improved water supply system. This is one of a series of subprojects designed by the APMDP that areintended to raise the standards of the municipal infrastructure and services of Badvel town and the otherurban centres to those expected of modern Asian towns.Category: Environmental examination indicates the proposed subproject falls within World Bank’senvironmental Category EB projects. The Project components will only have small-scale, localized impactson the environment, and can be mitigated. Under World Bank procedures such projects require a limited EAto identify and mitigate the impacts.Need: Badvel Municipality was constituted on the 15th May 2006 by merging four Gram Panchayats viz.,Badvel, Madakalavaripalle, Gunthapalle and Chennampalle of Kadappa District. Badvel is Grade IIIMunicipality. It is feelt that Chances of extending underground sewerage facility to Badvel town in immediatefuture is remote. Accordingly per capita water supply to Badvel town may be taken as 70 lpcd as suggestedin water supply manual.The sub-project is needed because the present water supply system of Badvel is inadequate for the needs ofthe growing population. Total supply of water is about 2.78 MLD. In respect to present population and as persituation assessment the water requirement in 2011 is 7.41 MLD. Thus the overall deficiency is 4.63 MLD.Moreover the storage and distribution network is insufficient to meet even present requirements.Improvement in the water supply system has been identified as a major priority in the Badvel town.The objective of this sub-project is to provide wholesome potable water @ 70 lpcd to 100% population,throughout the day in 24x7 module, at required minimum pressure head as stipulated in the Design basis.2.2 Location and Implementation ScheduleThe subproject is located in Badvel town of Kadapa District, in the south east part of Andhra Pradesh insouthern India. The proposed infrastructures will be located in and around the town. District map of Kadapa,location of Badvel in Andhra Pradesh and Municipal area of Badvel town is shown in Figure 1, 2 and 3respectively.Detailed design was started by Consultant in the month of January 2011 and completed in July 2011.Tendering process is expected to be completed by December, 2012. Project implementation is likely to startin January, 2012 and is likely to be completed by end of 2015.Annexure 1 shows photograph of project locations.6

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) - EnvironmentFigure 1: District map of YSR KadapaFigure 2: Location of BadvelFigure 2: Location Map of Badvel Town7

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) - EnvironmentBADVEL MUNICIPALITY25246262123123547TO NELLORE8221791610201915121311From SPVBR1814TO NANDALURLEGENDRESERVOIR (Prop.)RESERVOIR (Exi.)MUNICIPAL BOUNDARYWARD BOUNDARYROADWATER BODYHILLOCKPIPE LINE (Proposed)Figure 3: Municipal Map of Badvel Town2.3 Description of the Subproject2.3.1 Existing Water Supply and Service DeliveryAdequacy and Deficiency of the present water supply System. After visiting the sites and detail investigationand analysis the status of water supply and deficiency of the system are discussed below.Source: Present source of water for Badvel Municipality is the ground water. The ground water developmentis in critical range. The drawl is in the range of 90 to 100% of the potential yield. Moreover, the ground watercontains fluoride beyond permissible limit. Hence, ground water cannot be used as the source of water tomeet the future requirements. The existing bore wells and the infrastructure may be utilised to meetemergent situation.8

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) - 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 Municipalarea. 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 Municipality, 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 Municipality 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 MunicipalitySurface 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

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) - Environmentpopulation/householdsRemarks (condition of the existing system, other thanthe proposed)during 2011 (70,000), medium term during 2026 (1,00,000) andlong term during the year 2040 (1,50,000) excluding floatingpopulationPer capita domestic supply – 70 lpcdInstitutional & Industrial demand – 8%-10% of domestic demandDemand for Floating Population – 70 lpcdFire Fighting demand in KLD – 100 P 0.5 where P = population in1000.UFW – 15% of Total Demand.Raw water demand –8.15 MLD or 0.11 TMC (2011)- considering 10% loss11.52 MLD or 0.15 TMC (2026)- considering 10% loss17.83 MLD or 0.23 TMC (2040)- considering 10% lossA peak factor of 3 has been considered for the design of thedistribution system.Source- Ground water from bore well - About 60 power pumpfitted bore wells and 310 hand pump fitted bore wells.Treatment- No treatment plant exist, only disinfection is doneStorage- Total 16 reservoirs (13 ELSR + 3 GLSR) in the Badveltown, of these only 4 numbers have capacity 200 KL, rest arebelow 100 KL. Those ELSRs which are in good condition withadequate staging will be utilized under the present scheme.Distribution - Total length of pipe line is about 64 km. The pipenetwork covers about 70% of the municipal area. Pipe lines areold and leakage were detectedProposed Source of water and Intake structure: Water of Sri Pothuluri Veera Brahmendra SwamiBalancing Reservoir (SPVBR) has been selected as the source of water. It is proposed to construct Well typeintake structure inside the SPVBR for drawing raw water. Capacity of Intake required is given in Table 2.3.2-2. There are no upstream and downstream pollution sources near SPVBR (Brahmasagar).Table 2.3.2-2: Capacity of Intake Facility required for Badvel MunicipalityYear Capacity Required (MLD) Proposed Capacity (MLD)2026 11.52 MLD 18 MLD2040 17.83 MLD 18 MLDWTP: It is proposed to provide conventional Water Treatment Plant. The capacity of Water Treatment Plantrequired meeting the water demand of 2026 and 2040 is 10.47 MLD and 16.21 MLD respectively. It isproposed to construct now a plant of 9 MLD which will meet the requirements up to 2026 with 25%overloading. Another unit of 9 MLD will be constructed to meet the ultimate demand. The WTP will belocated on the hillock adjacent to the SPVBR.Rising Main: One 600 mm/500 mm dia DI K-9 pipe will be provided as the main rising main connecting theWTP and the town. Branches of suitable sizes will be provided within the town area connecting the differentdistribution reservoirs. The rising main from the WTP site will pass along the hill slope to meet the existingroad at a point of about 4 Km from B. Mattam village. It will then follow the same road and come to itsjunction with the Mydukuru Road. From there it will follow the Highway and supply water to different ELSR /GLSRs. The water will flow by gravity from the WTP to different distribution reservoirs. Approximate length ofrising main is 41 km.Distribution System: The distribution system will be fully replaced by new lines to meet the requirements forthe year 2040. The entire town will be covered by the new distribution system. For the purpose of equitabledistribution the entire town area has been divided into ten (10) zones. Approximate length of distributionnetwork is 154 km.ELSR: For proper distribution total ten (10) reservoirs will be required of which three (3) exist (Table 2.3.2-3)and the balances seven (7) are new reservoirs (Table 2.3.2-4). Location of the new ELSRs has been10

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) - Environmentfinalised in consultation with the Municipal Engineer. Vacant lands for construction of ELSRs are available.The land either belongs to the Municipality or to Government and no land acquisition is necessary.Photographic illustration of different project locations of Badvel is shown in Annexure 1. Location map ofexisting and proposed water supply facility is shown in Annexure 2.Table 2.3.2-3: Details of existing Reservoirs to be utilized in proposed schemeSlCapacity in KLLocationNoELSR GLSRGL LWL MWL1 Bhavanarayana Nagar 200 - 153.787 150.375 154.0872 GPO on Mydudkuru Road 150 -- 127.298 142.298 144.7983 Surendra Nagar 200 - 131.269 141.058 143.747Total 625 -SlNoTable 2.3.2-4: Details of New Reservoirs proposed under the present schemeLocation of newELSRCapacityof ELSRStagingHeightGroundLevelSize of LandRequiredRemarks1 Chemuduru 600 KL 10 m 150.20 30mx30 m Government Land2 Municipal Office 1000 KL 20 m 129.02 30mx30 m Municipal LandCompound3 Old Panchayat Office 1500 KL 20 m 132.93 30mx40 m Municipal Land4 Gandhi nagar 500 KL 15 m 134.03 30mx30 m Government Land5 Marutamma Nagar 1000 KL 20 m 143.00 30mx30 m Government Land6 Sundaraiah Nagar 500 KL 15 m 146.00 30mx30 m Government Land7 Valluru Varipalle 200 KL 15 m 144.30 30mx30 m Government Land3 DESCRIPTION OF THE ENVIRONMENT3.1 Physical Resources3.1.1 Physiography & TerrainThe Badvel town has a general gradient from north-west to south-east. On an average the ground levelvaries from 140 to 150 m above MSL.Topographical contour map of the project area is shown in Annexure 3.3.1.2 Geology and soilThe town of Badvel which falls in the Kadapa (YSR) district is mainly associated with schists, amphibolites,granites and doleritic type of rock formations. The schists and amphibolites have been intruded by graniteson a large scale. Years ago, these rocks might have formed extensive out crops but denudation hasremoved most of them. The massive granitic rocks found in these areas are mainly of two distinct types. Themost common type is the very coarse grained types for example feldspar, quartz, mica and sometimesepiodate. The other distinct type of granitic rock formations has a white or pale flesh colour and has smallgrain size. The granites and the older rocks were intruded by basic igneous rocks as dykes. These dykes aregenerally represented by dolerites.The soil type found in this area is generally ferrugenious (red coloured) loam. This soil is generally of poorquality and extends only to a small depth below the ground level. The top soil has a thickness of 1 – 2 m.The top soil is followed by weathered shales which generally has a thickness of 10 – 15 m. The weatheredzone is followed by fractured shales and phyllites.Table 3.1.2.-1 indicates soil condition in and around the project location. Soil bearing capacity is sufficient forconstruction of structure.11

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 3.1.2-1: Soil condition in and around the project areaType of soil Area From to * Bearing capacity PorosityHill soil Intake 1 – 2 m BGL2 – 4 m BGL4 – 8 m BGL> 8 m BGLClay/ sandy clay/morrumTransmission main /rising main route- 42km1 – 2 m BGL2 – 4 m BGLClay/ morrum WTP site 1 – 2 m BGL2 – 4 m BGLClay/morrum ELSRs site 1 – 2 m BGL2 – 4 m BGL1 – 1.25 t/m21.25 – 2 t/m22 – 2.5 t/m2> 2.5 t/m21 – 1.25 t/m21.25 – 2 t/m21 – 1.25 t/m21.25 – 2 t/m21 – 1.25 t/m21.25 – 2 t/m25 – 6 %6 – 10 %5 – 6 %6 – 10 %5 – 6 %6 – 10 %5 – 6 %6 – 10 %3.1.3 Geo-environmental hazardAccording to GSHAP data, the state of Andhra Pradesh falls in a region with low to moderate seismichazard. As per the 2002 Bureau of Indian Standards (BIS) map, this state also falls in Zones II & III.Historically, parts of this state have experienced seismic activity in the M5.0-6.0 range. Approximatelocations of selected towns and basic political state boundaries are displayed in Figure 4. Badvel in Kadapadistrict is located in low hazard zone.Figure 4: Hazard Zonation map of Andhra Pradesh12

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) - Environment3.1.4 MeteorologyBased on the Agro-climatic conditions the District falls under Southern and scarce rainfall zone. In southernzone rainfall ranges from 700 to 800 mm while it is 500 to 700 mm rainfall in scarce rainfall zone. Kadapa(YSR) is one of the districts in Rayalaseema area, with an un-even, isolated rainfall in different parts of thedistrict and with large dry tracts. The rainfall of Kadapa district is mainly influenced by South-West monsoonand part of the district viz., Rajampet, Kodur, Rayachoty and L. R. Palli Mandals receiving the rainfall fromNorth-East Monsoon also. The normal rainfall of the district is 700 mm as against the state average of 940mm.The weather of the town is generally hot and partially humid which is common in any tropical area. Thesummer usually extends from February to June, the rainy season is from July to October and winter seasonis from November to January. The temperature of the town varies from 20 0 to 45 0 C. The average annualrainfall in Badvel town area is about 700 mm. For the last two years draught condition is prevailing causingfall in the static water table in the bore wells with consequent drop in yield from them. As a result there is anacute problem of water supply during the summer season. During winter the temperature generally rangesfrom 20 0 to 27 0 C.3.1.5 Surface water Status and QualityThe rivers in the Kadapa district are non-perennial in nature and mostly remain dry throughout the year. Theimportant rivers in the district are Ponnai, which is a tributary of river Palar, and Swarnamukhi. They rise inthe Eastern Ghats and finally enter Nellore district. Some of the other important rivers of the district are theKushasthali, Bheema, Bahuda, Pincha, Kalyani, Araniyar and the Pedderu. In addition, there are a numberof small streams flowing by the hills in the district.The river Sagileru and the river Penna are the main rivers passing near Badvel, these are not perennial. Insummer there is no sub-surface flow in these rivers. As such it is not possible to collect any water from thebed of these rivers.Surface WaterOther surface water sources near Badvel are:• Surface water of Lakshmi Palle Tank.• Surface water of Badvel Tank.• Surface water of the SPVBR reservoir.Of the above three sources, the Lakshme Palle Tank and Badvel Tank are traditionally used for supplyingirrigation water for cultivation purposes. It is practically impossible to convert these into drinking watersources. The tanks receive only rainwater and hence not reliable from the point of sustainability. It has beenobserved that the tanks become dry in summer period. Hence, these sources cannot be considered as asustainable source of water for Badvel town.Surface Water of SPVBR ReservoirThe water from SPVBR reservoir, which is a part of Telugu Ganga Project, has sufficient capacity to meetthe requirements of Badvel town for the design horizon of 2040. This reservoir is popularly known asBhrahmasagar Reservoir. The reservoir is located at a distance of about 30 km from Badvel town. Thesalient features of the SPVBR are given below:• Reservoir bed level : 198.00 m• Maximum water level (MWL) : 217.50 m• Reservoir bund level : 220.50 m• Lowest bed level : 170.00 m• Full reservoir level : 215.00 m• Total capacity of reservoir : 17.735 TMC13

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) - Environment• Dead Storage : 1.565 TMC• Live Storage : 16.170 TMCSurface water Quality: Surface water quality is being tested for Brahma Sagar (SPVBR) reservoir. Theresults are shown in Table 3.1.5-1. Annexure 4 shows all 23 parameters of tested water along with specifiedstandard and analysis methodology. Results show that in all the cases concentrations of measuredparameters are well below the permissible limit. Coliform is reported in reservoir water sample. Higherconcentration of BOD at Brahmasagar could be due to presence of decomposable leaf material (organicload) in water. Oxygen is required for decomposition of the plant leaf materials. Reservoir water is suitablefor consumption after treatment.Table 3.1.5-1: Surface water quality of Brahmasagar reservoirSamples DOmg/lBODmg/lCODmg/lpH TotalcoliformTDSmg/lPbmg/lFmg/lClmg/lBrahma Sagar-1 6.4 11.0 Nil 7.6 1300 167 Nil 0.2 65Brahma Sagar-2 6.3 14.0 Nil 7.8 1100 154 Nil Nil 55Brahma Sagar-3 6.6 13.0 Nil 7.8 1609 143 Nil Nil 42Brahma Sagar-4 6.5 10.0 Nil 7.7 1300 198 Nil 0.2 50Brahma Sagar-5 6.4 16.0 Nil 7.7 1100 201 Nil 0.2 50Brahma Sagar-6 6.2 20.0 Nil 7.9 1609 137 Nil Nil 42Date of sampling- 09.09.2010, 09.11.2010, 10-11-2010, 19-11-2010, 15-11-2010 and 21-11-20113.1.6 Geohydrology and Ground water statusCumbhum shales underlie the Badvel town area. The top soil thickness generally varies from 1 – 2 mthickness followed by weathered shale with 10 to 15 m thickness. Fractured shales follow this. The depth offractured zones varies widely. Usually its thickness is more or less 60 m. Total depth of bore well is about100 m. The aquifer is semi confined. The static water table varies widely (4.5 to 25 m) in different parts of theyear. Usually 150 mm diameter top casing pipe is provided and thereafter the well is in naked bore within thehard rock. The water collected in the bore well through the cracks and fissures is pumped either by powerpump or by hand pump depending on the yield of the well. Each powered bore well is fitted with a set ofsubmersible pump and motor of 7.5 HP capacity.As per the Andhra Pradesh State Ground Water Department (APSGWD) Badvel falls in the critical zone,having a percentage (%) of development of groundwater in the range of 90 – 100 %. A study of the depth towater level below ground level data from May 1997 to April 2010 showed that the variation of ground watertable in Badvel municipality generally varies in between 5 – 30 m. The stage of development of ground waterwith the respective categories is indicated in Table 3.1.6-1.Table 3.1.6-1: Percentage stage of development of ground water versus categoryStage of development of groundwaterCategory100% Over ExploitedA study of the ground water quality data of water samples in and around Badvel as received from the DeputyDirector, Groundwater Department, Badvel shows that the tube wells in the Badvel area are having fluoride(3.15 mg/l) much above the acceptable limit of 1.5 mg/l.The litho logs as well as well assembly data of areas around Badvel Municipality indicates that the yield ofthe tube wells is low. Yield varies from 80 lpm to 200 lpm. The average yield being 140 lpm.Ground water from bore well of Badvel town is tested for determination of suitability for drinking. The resultsare shown in Table 3.1.6-2 below. Annexure 4 shows all 24 parameters of tested water along with specified14

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) - Environmentstandard and analysis methodology. Results indicate that bore well water and supply water is more or lesssuitable for consumption after treatment. Water samples contain high COD which is due to chemicalcontamination of water. Presence of residual chlorine is reported in tap water, which is due to excesschlorination. Total dissolved solid, total alkalinity and hardness are medium to high and in most of casesabove the desirable limit (Ref. Annexure 4) but within permissible limit. High level of TDS could be due topresence of earth metals in dissolved form. Fluoride is detected in all the samples and below the permissiblelimit. All the samples contain coliform bacteria.Table 3.1.6-2: Ground water quality of Badvel Borewell and Supply (Tap) waterSamplesBadvel Municipality 14th Ward,Kasineni Kandriga Bore water- 1Badvel Municipality 14th Ward,Kasineni Kandriga Bore water- 2Badvel Municipality 14th Ward,Vidya Nagar Tap- 1Badvel Municipality 14th Ward,Vidya Nagar Tap-2DOmg/lBODmg/lCODmg/lpHTotalcoliformTDSmg/lPbmg/lFmg/lClmg/l6.65 NIl Nil 7.94 480 408.0 Nil 0.8 85.06.25 Nil Nil 7.60 510 450.0 Nil 1.0 90.05.80 Nil 32.0 8.19 310 330.0 Nil 0.4 56.06.10 Nil 42.0 7.90 430 305.0 Nil 0.05 65.0Date of sampling- 09.11.2010, 09.09.2010 respectively3.1.7 Air and Noise QualityAmbient air quality and noise levels are measured at proposed Intake site and Water Treatment Plant majorconstruction locations. Results are depicted in Table 3.1.7-1 below. Results show that concentration of all airquality parameters are within specified standard. In most of the cases noise level are below 65 dB(A),maximum day time permissible limit. Average concentration levels of parameters are marginally variedbetween peak and non-peak hours.Table 3.1.7-1: Ambient air quality levels in the sub-project locationsPeak hours TimingsSampling station/LocationBrahmasagar Reservoir(SPVBR)- Proposed IntakelocationWTP site - adjacent to theSPVBRNational Ambient Air QualityStandardNOx(µg/m3)SO2(µg/m3)CO(µg/m3)RSPM(PM10)(µg/m3)SPM(µg/m3)Noise Levels(Leq) dB(A)13.6 7.3 106 21 78 44.3-53.914.1 8.7 82 23 82 35.0 – 41.914.2 8.3 127 20 73 47.1-52.416.9 10.2 86 25 86 34.0 -53.015.5 8.7 123 26 89 45.0 – 59.014.6 9.2 105 28 88 44.0 – 55.015.3 8.2 123 23 79 43.0 – 56.013.6 9.2 115 21 82 42.0 -51.080 80 2000 100 200

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) - EnvironmentPast data - Ambient Air Quality - There is no ambient air quality monitoring station at Badvel. Data onambient air quality of District town of Kadapa (approx 31 km), which is not subject to monitored by theAPPCB regularly as there are no major industries. In the year 2007 monitoring has been carried out atKadapa town by APPCB. The results show that annual average RSPM was 53 microgram/m3 (mediumrange) and TSPM was 264 microgram/m3 (high value).Traffic is the only significant pollutant in Kadapa aswell as Badvel, so levels of oxides of sulphur and nitrogen are likely to be well within the National AmbientAir Quality Standards (NAAQS).As per annual report of APPCB, they are monitoring the ambient air quality in the head quarters of theAnanthapur, Kadapa and Chittoor districts. The monthly average concentration of the RSPM and TSPM aregiven in the graph below. There is no noise quality monitoring station at Kadapa or Badvel.180160140C o nc in u g /m 31201008060Ananthapur RSPMCuddapah RSPMChittoor RSPMAnanthapur TSPMCuddapah TSPMChittoor TSPM40200JanuaryFebruaryMarchAprilMayJuneJulyAugustSeptemberOctoberNovemberDecemberMonthFigure 5: Monthly average concentrations of RSPM and TSPM for the year 2007Observations – Air quality:• The RSPM concentrations are exceeding the standards of NAAQS at Ananthapur but are meetingthe standards at Kadapa and Chittoor.• The TSPM concentrations are exceeding the standards at all the three locations• The % of RSPM to TSPM is 50% at Ananthapur. In Kadapa and Chittoor the % of RSPM to TSPM is33%• The concentrations are uniform most of the time throughout the year.3.2 Biological ResourcesSri Lanka Malleswara Wildlife Sanctuary is located about 15kms from Kadapa and approx. 15 km fromBadvel covering an area of about 464 sq-kms. The evergreen lush pasture and red sander covers the majorpart of the Sri Lanka Malleswara sanctuary. The rich flora and fauna adorns the place with more than 1400plant species belonging to 176 families. Even the animals are not left behind as the hilly terrain, the steepslopes and gorges support animals like tiger, deer, wild boar, fox and many endangered species. The rareand endangered Jordan’s coursers are also found in this sanctuary. Many common species of birds made16

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) - Environmentthis as their home. For a nature’s lover, this place is one of the best destinations to spend time on. Theenvironment found here are arid deciduous mixed forests with evergreen scrubs. The reserve forest consistsof hilly area with gorges and steep slopes. Forest map of Andhra Pradesh is shown belowFigure 6: Forest Map for the State of Andhra PradeshFloraDry deciduous mixed thorn forests with deep gorges and steep slopes. Red Sanders, an endemic species isfound at Sri Lanka Malleswara Wildlife Sanctuary area.Floral status is recorded near sub-project locations, which shown in Table 3.2-1 below.• Intake Brahmasagar area – No tree present• WTP site -adjacent to the SPVBR –Only scrubs no tree• ELSR area – No tree present only scrub (mostly vacant)• Transmission/rising main – 21 nos., Details are in Table belowPresence of tree along the transmission main is shown in Annexure 2 map of water supply scheme,transmission line from SPVBR to Badvel.Table 3.2-1: Total number of floral species present in the sub-projectintervention areaName of the species Habitat cover No.// Density Protection statusAzardarichta indica Land - Tree 7// 2/ha Naturally protectedDelonex regia Land - Tree 5// 1/ha Naturally protectedTerminalia arjuna (Erramaddi and Land - Tree 2// 0.5/ha Naturally protectedTellamaddi)Albizia lebbeck Land - Tree 3// 0.7/ha Naturally protectedAmarindus indica Land - Tree 2// 0.5/ha Naturally protectedSyzygium cumini (Neredu) Land - Tree 2// 0.5/ha Naturally protected17

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) - EnvironmentFaunaPanther, Sloth Bear, Cheetal, Sambar, Chowsingha, Chinkara, Nilgai, Wild Boar, Fox and the Jerdon’sCourser are found in forest area.The forests of the Kadapa district are of a dry deciduous type. The overall condition of the forest in thedistrict is not very good. The only distinction of the forest is that its most important spaces is the famouspterocaropus santalinus or red sanders, often referred to as 'Rakta-chandanam' or 'Yerra-chandanam' (redsandalwood). Since this is the only district of the country in which this species occurs, a positive conserveand extend them has been evolved. These forests fall under three zones wise those of Teral or Fuel Forestsupto an elevation of hundred feet, Hill Forests or Red Sanders lying between the elevation of 800 and 2000feet and Shoreaeugenla occupying elevations above 2000 feet.Mesophytic type of flora like Syzygium cumini (Neredu), Pongamia ghaira (Kanuga) and large trees ofTerminalia Arjuna (Erramaddi and Tellamaddi) are found. Large trees of mango, Phoenix sylvestris (lta) anddifferent types of grass along water courses are also found.Since there is no forest area nearby the project location the common faunal population mostly dominated bydomestic animal.3.3 Economic DevelopmentBesides its historical importance, the district has occupied an important place in the industrial map of AndhraPradesh with its highly valued rich mineral resources. The economy of Kadapa district partially depends onagriculture and as well as industry.As per Geological Survey of India 30 lakh tons of lead, 74,000,000 tons of barytes, 27000 tons of asbestosdeposits are there in Kadapa. It is estimated that 700 lakh tons of Barytes deposits might be there inMangampet. There are clay deposits in Rajampet. This is used to make stone implements. Limestone isavailable in Yerraguntla. Number of cement industries have been set up at Kadapa due to availability ofmineral. Kadapa is also famous for its stone called as "Kadapa stone" used in building construction and forslabs especially in the south India. There is a big value for Kadapa stone. The mineral resources and relatedindustries carry some part of state revenue.3.3.1 Land useOut of the total geographical area (15,37,838 ha) of Kadapa district, 33% (5,05,495 ha) of the area isoccupied by forests, 16% (2,40,392 ha) forms barren and uncultivable waste, 11% (1,65,587 ha) forms landput to non-agricultural purposes. The net area sown is, 370600 ha i.e., 24% of the total area. It is highest inPeddamudium and Rajupalem mandals with 69% and 68% respectively and lowest in Nandaluru, Vontimittaand B. Mattam with 6%, 6% and 9% respectively.Land use pattern of the Badvel town is shown below. It is noted from Table 3.3.1-1 that most of the landwithin Badvel town is vacant. There are only 26.21% residential cum commercial area.Table 3.3.1-1: Land use pattern of BadvelSr. No. Type of Land use Percentage (%)1 Residential 25.712 Commercial 0.53 Road 3.54 Water body 0.645 Hill area 10.26 Vacant Land 59.45Total 100.0Land use pattern of the project intervention area is shown below.18

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

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) - Environment3.3.4.3 Sewerage SystemBadvel town has no underground sewerage facility. Each individual household has septic tank and theeffluent is either taken to a soak pit or discharged to the surface drain. The slum dwellers generally practiceopen defecation. Before the formation of the municipality, the Panchayat tried to promote Two-Pit Pour FlushLatrines. However, the program lost momentum after the formation of the municipality. The Consultant feelsthe program of providing latrine to each household should be given top most priority and the municipalityshould take appropriate steps in promoting latrine program through IEC activities and introduction ofincentives.Details of existing water supply and sewerage generation is summarized below.Table 3.3.4.3-1: Details of Existing Water SupplyDemand of water supply (in lit)Quantity of current supplySource of current supplyCurrent deficiencyDescription of water treatment statusPresent volume of sewage generated perday, from the beneficiaries householdsMode of disposal of sewage? Drain/openfloodingBrief condition of the sewage drainIf the beneficiaries have sewerageconnection, its maximum volumeExpected volume of sewage per day dueto increase in water in water supplyIs the present sewage system (if any)designed for additional sewage thatwould be let out to additional watersupply? If no, measures taken11.52 MLD (0.15 TMC) in 2026 & 17.83 MLD (0.23 TMC) in2040Per capita supply of water is about 68 litres. Total supply ofwater is about 2.78 MLDAt present water supplied in Badvel town is from bore well(ground water). There are about 60 power pump fitted borewells and 310 hand pump fitted bore wells at presentRequirement in 2011 - 0.11 TMC (8.15 MLD), Deficiency in2011- 0.07 TMC (5.37 MLD)No treatment at present.It is proposed to construct a plant of 9 MLD which will meetthe requirements up to 2026 with 25% overloading. Anotherunit of 9 MLD will be constructed to meet the ultimatedemand (2040).2.22 MLDDrainPucca/ Kutcha DrainThere is no sewerage system in the town8.29 MLD in 2026, 12.84 MLD in 2040Sewerage is not within the scope of this project. Capacity ofsurface drain is sufficient to carry the increased sewage flow.3.3.4.4 Drainage SystemThe drainage of the town is implemented by surface drains, which ultimately discharge to nearby low-lyingareas. There are about 20 km long Pucca Surface and 12 km long Kuchha Surface drains.3.3.4.5 Solid Waste ManagementAccording to an estimate done by the Municipality on an average about 20 MT of solid waste is generated inthe town in each day which is disposed off by the municipality by simple dumping to fill up low lying areas.Contract labourers collect the garbage from the streets and the market places in cycle van and finallytransported to vats located in different places. From the vats, the garbage is collected in tractors andtransported to the low-lying dumping ground located outside the municipal limit.21

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) - Environment3.3.4.6 TransportationTotal road network of the Badvel town is about 105 km as per break up given below:• Bituminous Carpet Road - 34 km• Cement Concrete Road - 25 km• Water Bound Macadam Road – 12 km• Kuchha Road - 34 km3.4 Social and Cultural Resources3.4.1 Demographic StatusThe population figures for the Panchayats comprising the Badvel town are available since 1971 from theMunicipality. The population figures are given in Table 3.4.1-1.Table 3.4.1-1: Population of Badvel MunicipalityYearCensusPopulation1971 128391981 250421991 392852001 52671DecadalIncreasePercentage increase betweenconsecutive decades12203 95.0414243 56.8710968 27.92As per 2001 census, the total population of the town is 52671 of which 50.32% are male and 49.68% arefemales. About 53.90% are literate. The total SC and ST population are 8503 and 813 respectively. Totalnumber of households as per provisional 2011 census is 14216. The number slum household is 9471 andthe slum population is 46907.3.4.2 Health and Educational FacilitiesBadvel is a newly set up Municipality. There are a number of Government and Panchayat offices locatedwithin its boundaries. The number of hospitals, educational institutions etc., within the Municipality areindicated below:• No. of Government Hospitals 1• No. of Ayurvedic Hospitals 1• No. of Veterinary Hospital 1• No. of Primary Schools 36• No. of Upper Primary School 7• No. of High School 4• No. of Markets 1• No. of Burial Grounds 11There are few prominent educational institutes namely Polytechnic college, Rachapudi Naga BhushanamCollege, Dr. B Jaya Subbareddy College, BVR Bed College, ZPH School, Siddharth School, PonnavolluGopireddy School, Govt. UPR School, Sri Sai EM School, Harsha EM School, Kanyaka Parameswari JuniorCollege, Model High School, Veera Reddy College, JM High School, Ratna EM High School, GurukulaPathsala, Nirantara Vidya Kendram, Baba Vidyamandir High School, Future Kids School, Sri SaraswatiResidential School, MP School, Urdu School, Govt. P School, MPP School, MPP School, ZP Girls HighSchool, Baba Vidyamandir High School located near proposed water distribution areas. But all are outsidethe impact zone.22

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) - Environment3.4.3 History, Culture, and TourismKadapa is considered to be one of the districts endowed with rich history. Though its history goes back tosecond century B.C., primarily it starts with Mourya & Satavahana dynasty as per the Archaeological surveyevidences. It was the battle field for several dynasties - Pallava, Chalukya, and Cholas who waged wars forgetting authority over South India.The Pallava kings penetrated from a time into the North of Kadapa districtand ruled for a certain period during the 5th century. Later on the Cholas defeated the Pallavas and theirrule appears to have lasted till the later part of the 8th century. Subsequently the next dynasty whichestablished its authority for a considerable period to be that of Banas.The district in its long history acquired composite culture. The people are hard-working and very hospitable.The population of the District consists of all important religious groups but the Hindus are in predominantnumber. In addition to Islam, the district came under the influence of Jainism and Buddhism also duringdifferent periods as Danavulapadu and Nandalur ancient sites suggest, Huen Tsang, Chinese traveler whotraveled through the district in 7th century AD recorded the existence of Sangharams (Buddhist monasteries)and nirgantha heretics (Jain). There is no authentic information available about the exact time of introductionof Islam into the district. But it is certain that Muslims inhabited the district as early as fourteenth century.Christianity was introduced into the district in the first half of eighteenth century by the Jesuit mission. Due toinfluence of different religions and beliefs, the people of the district acquired composite culture and secularattitude.The town of Badvel is named after famous poet Baddena, who wrote Sumathi Sathakam. Initially the namewas 'Baddenavolu'; it transformed later to 'Badvolu' and then to its current form 'Badvel'. The town hasbecome the center to more than 127 villages. This is the only town developed vastly with good educationalinstitutes.The famous Brahmamgari Mattam is located 30 kilometers from Badvel. Sree Potuluri Veera BrahmamendraSwami, known as the 'Nostradamus of India' wrote Kalagnanam (containing his prophesies). SriLankamalleswara Wildlife Sanctuary is closer to the villages of Jogireddy gari palli and Siddugari Palli, whichis famous tourist spot. The sanctuary is named after the Sri Lankamalleswaraswami temple located inside it.This temple was built by Janmejayamaharaj and is located close to a waterfall.There are no special sensitive locations nearby the project site. There are few religious places in sub-projectintervention areas, which are shown in Table 3.4.3-1. There is no as such prominent heritage site within subprojectintervention area.Table 3.4.3-1: Sensitive areas (religious place) in sub-project intervention areaName of theresourcesRadha KrishnaKalyana Mandapamand TempleRamulavari TempleMosqueChurchVeeranjaneya SwamiTempleImportance Protection status Area ofinterventionReligious No special protection – Near projectPlace Temple within town in locationMunicipal areaReligiousPlaceReligiousPlaceReligiousPlaceReligiousPlaceNo special protection –Temple within town inMunicipal areaNo special protection –Mosque within town inMunicipal areaNo special protection –Church within town inMunicipal areaNo special protection –Temple within town inMunicipal area23Near projectlocationNear projectlocationNear projectlocationNear projectlocationDescriptionLocation near proposeddistributionlineofMurutamanagar– outside theimpact zoneLocation near proposeddistribution line near Rajakulacolony – outside the impactzoneLocation near proposeddistribution line of Rajakulacolony – outside the impactzoneLocation near proposeddistribution line of Chemuduru– outside the impact zoneLocation near proposeddistribution line of NagalaCheruvu – outside the impactzone

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) - EnvironmentName of theresourcesCSI ChurchAnjanayaTempleSwamiKodanda Rama SwamiTempleImportance Protection status Area ofinterventionReligiousPlaceReligiousPlaceReligiousPlaceNo special protection –Church within town inMunicipal areaNo special protection –Temple within town inMunicipal areaNo special protection –Temple within town inMunicipal areaNear projectlocationNear projectlocationNear projectlocationDescriptionLocation near proposeddistribution line – outside theimpact zoneLocation near proposeddistribution line – outside theimpact zoneLocation near proposeddistribution line – outside theimpact zoneThe subproject sites are not located within any sensitive historical, archaeological area.4 ANALYSIS OF ALTERNATIVESIn the preceding paragraph/section a detailed discussion was done on existing environment scenario of theproposed “Project Impacted Areas” of Badvel. It is assessed from the impact study that majority of theimpacts will be caused during construction phase of the project and are temporary in nature. Only somepositive impacts on socio-economic status is being revealed during operation phase. All these negativeimpacts can be mitigated through adoption of appropriate mitigation measures, and adopting soundengineering designs.Environmental Alternatives. Since the scope of the project only construction of intake structure,construction of water treatment plant, laying of rising mains, construction of water storage reservoirs, layingof pipes for distribution and inter connection through rising main, the impact is moderate. Practically in all theisolated project location government land is considered, therefore displacement of any community not arises.Laying of pipeline will be done within Right of Way (ROW) and which results no encroachment of agriculturalland and eviction of squatters. Site feasibility of all working components assessed during feasibility/screeningstage. In the screening exercise, areas of concern- congested market place on the sides of the road,existence of sensitive area, extent of physical displacement if any, etc. was studied in detail. The findingshave been used as inputs for engineering design to change the alignment of pipeline within the technicalrequirements and cost effectiveness.In case of Badvel town there is no alternative source other than SPVBR. Ground water is not suitable forconsumption since in most of the cases ground water contains fluoride. Moreover reserve of ground water isin critical stage, no further drawl is permitted. Summary of alternative analyses are shown in Table below.Table 4-1: Summary of Alternative analysisWorking components Location options Selected option Reason of selectionSource and IntakestructureRight & left bank canal ofSPVBR, Lakshmi PalleTank, Badvel Tank, Surfacewater of SPVBR, back waterof Somasila ProjectSPVBR- Brahmasagar • Lakshme Palle Tank and BadvelTank is traditionally used asirrigation water for cultivationpurposes. It is practicallyimpossible to convert these intodrinking water sources.• Moreover water is not available inLakshimapalle and Badvel Tankthroughout the year hence notselected.• Water from Somasila had to bebrought through forest hencedropped; only SPVBR is thesustainable source and sufficientquantity of water is availablethroughout the year.• Quality of water satisfies the24

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) - EnvironmentWorking components Location options Selected option Reason of selectionstandards.Water Treatment Plant • Nearby Intake location• Within or near Badveltown• In between any locationNew WTP site selected atHillock beside SPVBR• Land availability near Intake• Cost effective• Flow of raw water for long distance(in case of WTP near Badvel or inbetween place) through pipesaffects pipe longevity• Easier to dispose effluent fromtreatment plant at open intake site/valley area when compared todischarge of effluent near town• Gravity flow without pumpingTransmission/MainRising• The rising main from theWTP will pass along thehill slope to meet theexisting road at a point ofabout 4 Km from B.Mattam village. It willthen follow the sameroad and come to itsjunction with theMydukuru Road. Fromthere it will follow theHighway and supplywater to different ELSRs.• Existing road through B.Mattam village andcome to its junction withthe Mydukuru Road.The rising main from theWTP will pass along the hillslope to meet the existingroad at a point of about 4Km from B. Mattam village.It will then follow the sameroad and come to itsjunction with the MydukuruRoad. From there it willfollow the Highway andsupply water to differentELSRs.• Follow along the Highwayalignment – no impact onagricultural and village land• Easy to access at project sites• No land acquisition is needed (incase of new alignment)• Alignment selected as per designSeven new ElevatedService Reservoirs(ELSRs)Distribution lineSide of Mydukuru road (nearGPO)RTA office compoundBy the side of existing ELSRat Bhavanarayana NagarInside Municipal officecompoundBy the side of the existing200 KL ELSR at GandhiNagarBy the side of Kota streetBy the side of existing 150KL GLSR at SundharaihNagarNear 150 KL ELSR atMarutamma NagarNear 60 KL GLSR atChemuduruBy the side of existing 75 KLELSR at Valuru VaripalleWill be provided to everyroad of Badvel havinghabitation7 sites are selected,Inside Municipal officecompoundBy the side of the existing200 KL ELSR at GandhiNagarInside old Panchayat officecompound near Kota StreetBy the side of existing 150KL GLSR at SundharaihNagarNear 150 KL ELSR atMarutamma NagarBy the side of existing 60KL GLSR at ChemuduruBy the side of existing 75KL ELSR at ValuruVaripalleWill be provided to everyroad of Badvel havinghabitation• ELSR locations selected on thebasis of design at different zonesand as per the availability of Govt.land for construction of ELSR• These sites are selected becausethey are at a higher ground leveland using these 7 only we canmeet the demand therefore theother reservoirs are not required• Locations are selected to keep inmind present land use andminimization of any impactNo alternatives25

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) - EnvironmentWith and Without the Project ScenarioThe analysis has been carried out for with and without projects. The environmental analysis of allengineering options is given Table 4-2 below.Table 4-2: Proposed Options and its Environmental ConsequencesOption # Engineering Options EnvironmentalConsequencesOption 1Option 2Present status of supply waterwithout no further investmentother than routine maintenanceAugmentation of water supplysystem through increase instorage capacity and additionalcoverage of water supply zoneNo change in present watersupply status – no short termimpactPresent level of water supplystatus will improve withserving of new area. Nopermanent impact onenvironmental parameters,only short term impact. Onlylong term positive impactPreferred OptionsNot a preferred option as peranalysis and population projectionaugmentation and improvement ofquantity & quality of supply wateris necessary for economicdevelopmentA preferred option than the Option1 as economic development isvery much needed for BadvelMunicipality5 ANTICIPATED IMPACTS AND MITIGATION MEASURESThis section of the EA reviews possible sub-projectrelated impacts, in order to identify issues requiringfurther attention and screen out issues of no relevance. As per EA guideline the impacts and risks will beanalyzed during pre-construction, construction, and operational stages in the context of the subproject’s areaof influence. As defined previously, the primary impact areas are (i) the sites for intake well, WTPs, servicereservoirs, raising mains, and pipe network alignments; (ii) main routes/intersections which will be traversedby construction vehicles; and (ii) quarries as sources of construction materials. The secondary impact areasare: (i) entire Badvel town area outside of the delineated primary impact area; and (ii) entire Kadapa districtin terms of over-all environmental improvement.In the case of this subproject (i) most of the individual elements are relatively small and involvestraightforward construction and operation, so impacts will be mainly localized and not greatly significant; (ii)most of the predicted impacts are associated with the construction process, and are produced because thatprocess is invasive, involving excavation and earth movements; and (iii) being located mainly in the built-uparea (except intake well) of Badvel, will not cause direct impact on biodiversity values. The subproject will bein properties held by the local government and access to the subproject area is thru public rights-of-way andexisting roads hence, land acquisition and encroachment on private property will not occur.5.1 Pre-construction – Location and Design5.1.1 Design of the proposed componentsThe project has been designed for 30-years life. The designed period for different sub-projects are: (1) RisingMains, Distribution System and Service Reservoirs – 30 Years (2) Pump and Motor – 15 Years and (3)Water Treatment Plant- 30years – in two phases of 15 years each in modular form5.1.2 Location of SourcesAvailability of ground water in near vicinity of town was discussed with Central Ground water Board. Themain constrain for withdrawal of ground water is non availability of sufficient ground water. Badvel falls in the26

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) - Environmentcritical zone, having a percentage (%) stage of development of groundwater in the range of 90 – 100 %.Moreover presence of fluoride beyond the maximum permissible limit is also a problem..There is a plan to draw water for the town from Brahma Sagar (SPVBR) reservoir, which was discussed inprevious section. An environmental feature of the project locations are given in Annexure 5.Following salient observations are noted• Most of the lands are open/ vacant government land, hence no land acquisition is needed• Very few trees need to be cut to accommodate project facility• Cutting of scrub is essential• There is no need of cutting and filling of earth is required at water storage reservoir sites. Only atWTP site near Bhramasagar reservoir some cutting and filling is required• No water body is located nearby the proposed project location except intake well location with thereservoir• In few cases educational institutes and religious places are located near the project locations butthese are all located outside the impact zone- mitigation measures will be applied duringimplementation of the project.• Almost in all cases location of water reservoirs are within the residential areas5.1.3 Distribution NetworkThe town has been sub-divided in 10 distribution zones. The designs considered the demands for the year2011, 2026, and 2040 and available production for the zones. The capacity of SRs required in each zonehas been worked out by the mass flow curve specified in the CPHEEO Manual on Water Supply andTreatment. Some of the existing SRs, though may be of very small capacity have been utilized in the system.5.1.4 UtilitiesTelephone lines, electric poles and wires, water lines within the existing right-of-way (ROW) may be locatedwithin the pipe line corridor, however telephone lines, power lines etc will be suitably avoided during laying ofpipeline.5.1.5 Water SupplyThere is no chance of closure of present scheme either during construction or during inter connection.Existing service connections will be disconnected after commissioning of the new system.5.1.6 Social and Cultural ResourcesKadapa is considered to be one of the districts endowed with rich history. Kadapa is a land of Mourya &Satavahana dynasty as per the Archaeological survey evidences. It was the battle field for several dynasties- Pallava, Chalukya, Cholas who waged wars for getting authority over South India. Moreover numbers ofreligious structures are there in Badvel town. There is a risk that any work involving ground disturbance canuncover and damage archaeological and historical remains. For this subproject, excavation will occur in andaround existing ROWs and specified government land, so it could be that there is a low risk of such impacts.Nevertheless, Project Implementation consultant will have:• Consideration of alternatives if the site is found to be of medium or high risk as per report ofArchaeological Dept.; and• Develop a protocol for use by the construction contractors in conducting any excavation work, toensure that any chance finds are recognised and measures are taken to ensure they are protectedand conserved. They will inform the ULB at the earliest.27

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) - Environment5.1.7 Site selection for construction of work camps, stockpile areas, storage areas,and disposal areasPriority is to locate these near the project area. However, if it is deemed necessary to locate elsewhere, sitesto be considered shall not promote instability and result in destruction of property, vegetation, and drinkingwater supply systems. Extreme care will be taken to avoid disposals near the sensitive area which willinconvenience the community.5.1.8 Site selection of sources of materialsExtraction of materials can disrupt natural land contours and vegetation resulting in accelerated erosion,disturbance in natural drainage patterns, ponding and water logging, and water pollution. To mitigate thepotential environmental impacts, locations of quarry sites would be taken up by the project implementingauthority. The sites would be located away from population centres, drinking water intakes and streams,cultivable lands, and natural drainage systems; and in structurally stable areas even if some distance fromconstruction activities. It will be the construction contractor’s responsibility to verify the suitability of allmaterial sources and to obtain the approval of Urban Local Body.5.2 Construction5.2.1 Screening of No Significant ImpactsThe construction work is expected not to cause major negative impacts, mainly because:• Most of the activities will be on the built-up areas of Badvel town thus could be constructed withoutcausing impacts to biodiversity;• The site is located on an Government-owned land which is not occupied or used for any otherpurpose;• Overall construction program will be relatively short and is expected to be completed in 24 monthswith activities to be conducted by small teams working on short lengths at a time, so most impactswill be localized and short in duration; and• Most of the predicted impacts associated with the construction process are produced because theprocess is invasive, such as involving earth-moving and excavation. However, most of them can beeasily mitigated.As a result, there are several aspects of the environment which are not expected to be affected by theconstruction process and these can be screened out of the assessment at this stage as required by EAprocedure. These are shown in Table 5.2.1-1.Table 5.2.1-1: Fields in which construction is not expected to have significant impactsFieldTopography, Drainage, and NaturalHazardsGeology, Geomorphology, MineralResources, and SoilsClimateAir QualityGeo-hydrology and GroundwaterProtected AreasFloraLand UseSocio-economicRationaleActivities are not large enough to affect these features.Activities are not large enough to affect these features. No mineralresources in the subproject sites.Activities are not large enough to affect this feature.Short-term production of dust is the only effect on atmosphereActivities will not be large enough to affect these featuresThere is no protected area nearbyNo rare or endangered species.No change in land use.Sub-project sites are located entirely on Government-owned land so thereis no need to acquire land from private owners.28

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) - EnvironmentFieldCommerce, Industry, and AgriculturePopulationHealth and education facilitiesHistorical, Archaeological, Paleontological,or Architectural sitesRationaleActivities are not large enough to affect these featuresActivities are not large enough to affect this feature.Activities are not large enough to affect this feature.No scheduled historical, archaeological, paleontological, or architecturalsites5.2.2 Construction methodIn an impounding reservoir Intake structure may either be well type or jetty type. Construction of Jetty typeintake is easy even when the reservoir is full of water. Well type intake construction is easy when water levelin reservoir is low. Originally we proposed Jetty type intake. However, as suggested by the client, Well typeintake has been provided. Construction of coffer dam will be required for constructing well type intake. Theintake point was selected in consultation with the I&CAD department engineers. According to their recordswater will be available at this point throughout the year. Impacts are more or less same for construction ofany structure within the water.Distribution mains will be laid mainly along the road flanks of ROW. In some areas there is no road flank andthe road is stretched up to the building line. In such cases the trench will be dug along the edge of the roadavoiding the surface drains. Care will be taken to see that the utility services or the drains/ buildings are notaffected. Discussion was held with the R&B department engineers about the water supply project duringsurvey and design works. They have no objection for implementation of the water supply scheme. Sincesufficient ROB is available there is no need for acquisition of extra land outside ROW.Trenches will be dug using a backhoe digger, supplemented by manual digging where necessary. Excavatedsoil will be placed alongside, and the pipes (brought to site on trucks and stored on unused land nearby) willbe placed in the trench by hand or using a small rig for the larger Ductile Iron (DI) pipes. Pipes will be joinedby hand, after which sand from local quarries will be shovelled into the trench beneath and around the pipefor support and protection. Soil will then be replaced manually on top of the pipe and compacted by a vibrating compressor. Wheretrenches are dug into an existing roadway, the bitumen or concrete surface will be broken by hand-heldpneumatic drills, after which the trench will be excavated by backhoe and the appropriate surface will be reappliedon completion.Pipes are normally covered by 1.0 m of soil, and a clearance of 100 mm is left between the pipe and eachside of the trench to allow backfilling. Trenches will be smaller for the distribution main (minimum of 1.2 mdeep and 0.7 m wide).New pipes and connections to the distribution main will be provided to house connections, and these will runto individual dwellings in small hand-dug trenches, or on the surface. New consumer meters will be locatedoutside houses, attached to a wall or set onto the ground.ELSRs will be built on Government land/ municipal land at various locations in the town. The cavity for theground reservoirs and foundations for the overhead reservoirs will be excavated by backhoe, with soil beingloaded onto trucks for disposal. Aggregate and concrete will be tipped into each void to create thefoundations and floor, after which metal reinforcing rods will be added to create the outline of the walls of theground reservoir and the vertical supporting pillars of the overhead reservoir. Sections of reinforcing will thenbe encased in wooden shuttering and concrete will be poured in, and this process will be repeated togradually create each structure from reinforce cement concrete (RCC), including the tank of the overheadreservoir and the above-ground portion of the ground reservoir. Surfaces will be smoothed and finishedwhere necessary by hand.Small brick rooms will be built alongside WTPs to house the chlorination plant. The foundation will be dugand aggregate and concrete poured in to create the floors, after which the brick walls and roof materials willbe added by hand. Chlorine cylinders and other equipment (including flow-meters) will be brought in ontrucks and offloaded and attached by crane / hand. A small cavity for the chlorination sump and trenches forpipe-work will also be dug, and the sump will constructed both in concrete and brick.29

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) - EnvironmentWater Treatment Plant will be built in the site earmarked for the same. All excavation works will be carriedout using backhoe digger. Concrete mix will be poured to construct the civil structure. Once the mainstructure is completed the finishing works will be taken up. Thereafter the mechanical and electrical workswill be taken up later. On completion of all works trial run of the plant will be considered.5.2.3 Anticipated Impacts and Mitigation MeasuresAlthough construction of the subproject components involves quite simple techniques, the invasive nature ofexcavation, and in this case the relatively large size and length of the pipes, means that there will be quite alot of physical disturbance in the built-up areas of Badvel town where there are a variety of human activities.Physical impacts will be reduced by the method of working, whereby the trenches will be (i) constructed bysmall teams working on short lengths at a time; (ii) refilled and compacted after pipes are installed; and (iii) iftrenching done on roads, repaired to pre-construction conditions.Construction activity and short mitigation measures is depicted in Table below.Table 5.2.3-1: Construction activity and short term mitigationWork components Construction activity Preferablemethodology andusingofequipmentsConstruction of Civil construction- brick work Using concreteIntake, WTP, and concretingmixture duringELSRs, GLSRsconcreting workBrick work by handLaying of pipeline –rising main,distribution networkTrenching and placement ofpipes,backfilling,compaction by vibratingcompressor and removal ofexcess earth and restorationto original state.Breaking of bitumen orconcrete surface (as perroad condition), excavationof trench and follow theearlier procedurePreparation of trenchusing a backhoedigger, supplementedby manual digging;placement of pipe bycrane and manually,compacting by avibrating compressor;restoration of road bystandard roadconstruction processBreaking of bitumenor concrete surface(as per roadcondition) will bebroken by hand-heldpneumatic drills afterwhich the trench willbe excavated bybackhoe digger andfollowed the samemethodology asmentioned earlierShort term Mitigation• Control of dust bywater sprinkling• Use of personalprotectiveequipment (PPE)like helmet,gumboot, handgloves, nose mask,ear plugs etc.• Use of personalprotectiveequipment (PPE)like helmet,gumboot, handgloves, nose musk,etc.• Removal of excessearth after filling uptrenches andcompaction• Arrangement ofPollution undercontrol certificatesfor differentequipments• Scheduling of work• Traffic managementplan• Alternativearrangement ofpedestrianmovement nearexcavated areaRemarksCommon technology –application of minimummitigation measuresCommon technologyand best practices tominimize safety andoccupational healthhazardProgress is slow butimpact is less formanual excavation.Impact is more forexcavation byequipment but progressis fast. Impact can bereduced by adoptingmitigation measuressuch as sprinkling ofwater etc. We haveprovided for machineexcavation in majorcases.30

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) - EnvironmentWork components Construction activity Preferablemethodology andusingofequipmentsMechanical and Fitting of all mechanical Placement ofelectrical work parts, pumps; placement of mechanicalelectrical partsequipments bycranes or manually,fitting of electrical andmechanical parts byhandShort term Mitigation• Safety arrangementRemarksSources of MaterialsSignificant amount of gravel, sand, and cement will be required for this subproject. The constructioncontractor will be required to:• Verify suitability of all material sources and obtain approval of Project Management authority;• Use quarry sites and sources permitted by Government• If additional quarries will be required after construction has started, obtain written approval from theagencyThe following sites are selected for collection of construction materials, Sand: Location- Sidhout., Distance- 38 Km from project area Coarse Aggregate: Location- G.V.satram Distance- 28 Km Bricks –Location- G.V.satram Distance- 28 KmAir QualityEmissions from construction vehicles, equipment, and machinery used for excavation and construction willinduce impacts on the air quality in the construction sites. Anticipated impacts include dusts and increase inconcentration of vehicle-related pollutants such as carbon monoxide, sulfur oxides, particulate matter, nitrousoxides, and hydrocarbons) but temporary and during construction activities only. To mitigate the impacts,construction contractors will be required to:• Consult with project implementation authority on the designated areas for stockpiling of clay, soils,gravel, and other construction materials;• Damp down exposed soil and any stockpiled on site by spraying with water when necessary during dryweather; and• Use tarpaulins to cover sand and other loose material when transported by trucks; and• Conduct air quality monitoring at sensitive receptors within project area like Church – near Nandipalli. Mosque – near Old Panchayat Office Temple – Veeranjanelaya Swami temple near Middolapalem Temple – Pattabhi Ramalyamnear Surendranagar Temple – Backside of Balaji residenceand Major residential areas.Surface Water QualityConstruction activities will be conducted throughout the town even near the drains flowing to nallahs andwater bodies. Mobilization of settled silt materials, run-off from stockpiled materials, and chemicalcontamination from fuels and lubricants during construction works can contaminate surface water qualityparticularly at intake location. These potential impacts are temporary and short-term duration only and toensure these are mitigated, construction contractor will be required to:31

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) - Environment• Avoid stockpiling of earth fill especially during the monsoon season unless covered by tarpaulins orplastic sheets;• Place storage areas for fuels and lubricants away from any drainage leading to water bodies;• Dispose any wastes generated by construction activities in designated sites; and• Conduct surface quality inspection (particularly for reservoir water) according to the EnvironmentalManagement Plan (EMP).Noise LevelsThere are no major health facilities, scheduled or unscheduled historical, archaeological, paleontological, orarchitectural sites near the construction sites. However, construction works will be on settlements, alongschools, and areas with small-scale businesses. The sensitive receptors are the general population in theseareas. Increase in noise level may be caused by earth-moving and excavation equipment, and thetransportation of equipment, materials, and people. Impact is negative, short-term, and reversible bymitigation measures. The construction contractor will be required to:• Plan activities in consultation with Project Implementation authority so that activities with the greatestpotential to generate noise are conducted during periods of the day which will result in least disturbance;• Horns not be used unless it is necessary to warn other road users or animals of the vehicle’s approach;• Minimize noise from construction equipment by using vehicle silencers, and portable street barriers thesound impact to surrounding sensitive receptor;• Maintain maximum sound levels not exceeding 80 decibels (dbA) when measured at a distance of 10 mor more from the vehicle/s; and• Conduct noise level monitoring at sensitive receptors and major residential areasFlora and Fauna resourcesThere is no protected area nearby the project site. It is noted that 8 number of trees need to be cut for layingof rising main. During construction phase construction contractor will try to save few trees after consultationwith project implantation authority.Table 5.2.3 -2 shows number of trees need to fell. Location of trees to befelled has shown in Annexure 2 map on water supply scheme.Table 5.2.3-2 Total number of trees that would be destroyed due to sub-project intervention areas-Rising main locationName of the species Azardarichta indica Eucalyptus spp. Albizia lebbeck Caesalpinia pulcherrimaNumber of trees 4 2 1 1Potential impacts are negative and long-term but reversible by mitigation measures. The constructioncontractors will be required to:• Minimize removal of vegetation and disallow unnecessary cutting of trees;• Obtain tree-cutting permit from Urban Local Body; and• Require to plant three (3) native trees for every one (1) that is removed, i.e. plantation of 24 treesagainst 8 fellExisting Infrastructure and FacilitiesExisting infrastructure facilities like telephone lines, power lines etc will be suitably avoided during pipelinelaying. In case of any impact/damage construction contractor will quickly inform line agency through ProjectImplementation authority for restoration.32

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) - EnvironmentLandscape and AestheticsThe construction works will produce excess excavated soils, excess construction materials, and solid wastesuch as removed concrete, wood, trees and plants, packaging materials, empty containers, spoils, oils,lubricants, and other similar items. These impacts are negative but short-term and reversible by mitigationmeasures. The construction contractor will be required to:• Manage solid waste according to the following preference hierarchy: reuse, recycling and disposal todesignated areas as per ULB;• Avoid stockpiling of excess excavated soils;• Coordinate with Badvel Municipality for beneficial uses of excess excavated soils or immediatelydispose to designated areas;• Disposal of oil and lubricants as per hazardous waste handling & disposal rules;It is estimated that volume of excess earth generation due to pipe line laying,• Distribution System – Zone 1- 22510 Cum, Zone 2- 992 Cum. , Zone 3- 5012 Cum, Zone 4- 2358Cum, Zone 5 – 13177 Cum, Zone – 6 – 22830 Cum, Zone 7 – 21004 Cum, Zone 8 – 7894 Cum,Zone 9- 7580 Cum, Zone – 10 – 5071 CumExcess earth can be disposed in filling low lying pockets within the ULB namely, Chinna Kessam Palle,Panga Palle, Bakarampeta(South), Gandhi Nagar and other approvedareas.Surface and Groundwater QualityAnother physical impact that is often associated with excavation is the effect on drainage and the local watertable if groundwater and surface water collects in the voids. To ensure that water will not pond in pits andvoids near sub-project sites, the construction contractor will be required to conduct excavation works duringnon-monsoon season.AccessibilityHauling of construction materials and operation of equipment on-site can cause traffic problems and conflictsin ROW. Potential impact is negative but short term and reversible by mitigation measures. For safety oflocal people, Environmental, Health, and Safety (EHS) Guidelines- Water and sanitation (2007) prepared byWorld Bank Group is being followed. The construction contractor will be required to:• Plan transportation routes so that heavy vehicles do not use narrow local roads, except in the immediatevicinity of delivery sites;• Schedule transport and hauling activities during non-peak hours;• Locate entry and exit points in areas where there is low potential for traffic congestion;• Keep the site free from all unnecessary obstructions;• Drive vehicles in a considerate manner;• Coordinate with Traffic Police department for temporary road diversions and with for provision of trafficaids if transportation activities cannot be avoided during peak hours; and• Notify affected sensitive receptors by providing sign boards informing nature and duration of constructionworks and contact numbers for concerns/complaints.Road crossings, where implementation of traffic management plan will be required are shown in the map ofdistribution system. Highways are proposed to be crossed by pipe jacking technique. For other roads workwill be executed in two phases of 50% each to avoid traffic diversion.There are number of villages along transmission main from Intake/ Treatment Plant to town. Name of thevillages along the pipeline route are Kumarikottalu, Chennampalle, Thottigarapalli, Mondipalli, Rajupetavillage, Paddi Raju Palli, Dirsha Vancha Village, Kammavaripalli, Chwtapalli, Thumalla Palli, Upucheruuvu,Diguvagu, Eguvanalatur, Gundapuram, G. Narsinghapuram, Gollapalli, Somireddy Palli, Mattam village.33

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) - EnvironmentDuring laying of pipe accessibility to the villages will be maintain as per traffic and safety management plan.Socio-Economic – IncomeThe subproject components will be located on government lands and ROWs, so there will be no need toacquire land, and thus there will be no impacts on the asset or landowners or tenants. However constructionworks will impede the access of residents and customers to nearby shops. The potential impacts arenegative and moderate but short-term and temporary. The construction contractor will be required to:• Leave spaces for access between mounds of soil;• Provide walkways and metal sheets where required to maintain access across trenches for peopleand vehicles;• Increase workforce in front of critical areas such as institutions, place of worship, businessestablishment, hospitals, and schools;• Provide sign boards for pedestrians to inform nature and duration of construction works and contactnumbers for concerns/complaints.Socio-Economic – EmploymentManpower will be required during the 24-months construction stage. This can result to generation ofcontractual employment and increase in local revenue. Thus potential impact is positive and long-term. Theconstruction contractor will be required to:• Employ local labour force within the 2-km immediate area if manpower is available; and• Procure construction materials from local market, if BIS quality materirals are available .Occupational Health and SafetyWorkers need to be mindful of the occupational hazards which can arise from working in trenches andexcavation works. Potential impacts are negative and long-term but reversible by mitigation measures.Environmental, Health, and Safety (EHS) Guidelines- Water and sanitation (2007) prepared by World BankGroup are used as a reference for framing of mitigation measures. The EHS Guidelines contain theperformance levels and measures that are generally considered to be achievable in new facilities by existingtechnology at reasonable costs. Application of the EHS Guidelines to existing facilities may involve theestablishment of site-specific targets, with an appropriate timetable for achieving them.The construction contractor will be required to:• Implement site-specific Health and Safety (H and S) Plan which will include measures such as: (a)excluding public from the site; (b) ensuring all workers are provided with and use Personal ProtectiveEquipment (PPE) like helmet in case of working at height, gloves and gumboots at concretinglocations, nose mask at dust producing areas, safety belt during work at height; (c) H and STraining 5 for all site personnel; (d) documented procedures to be followed for all site activities; and(e) documentation of work-related accidents;• Ensure that qualified first-aid can be provided at all times ( at working sites and camp). First Aid boxshall be easily accessible throughout the site;• Provide medical insurance coverage for workers;5Some of the key areas that may be covered during training as they relate to the primary causes of accidents include (i)slips, trips and falls; (ii) personal protective equipment; (iii) ergonomics, repetitive motion, and manual handling; (iv)workplace transport; and (v) legislation and responsibilities. Training can provide the foundations of competence but itdoes not necessarily result in a competent worker. Therefore, it is essential to assess staff competence to ensure thatthe training provided is relevant and effective. Supervision and monitoring arrangementsshall be in place to ensurethat training has been effective and the worker is competent at their job. The level of supervision and monitoringrequired is a management decision that shall be based on the risks associated with the job, the level of competencerequired, the experience of the individual and whether the worker works as part of a team or is a lone worker.34

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) - Environment• Provide supplies of potable drinking water for labourer;• Provide clean eating areas where workers are not exposed to hazardous or noxious substances;• Provide H and S orientation training to all new workers to ensure that they are apprised of the basicsite rules of work at the site, personal protective protection, and preventing injuring to fellow workers;• Ensure the visibility of workers through their use of high visibility vests when working in or walkingthrough heavy equipment operating areas;• Use fall protection equipment when working at heights;• Maintain work areas to minimize slipping and tripping hazards;• For night work, provision of proper illumination for the work space, while controlling glare so as not toblind workers and passing motorists;• Ensure moving equipment is outfitted with audible back-up alarms; and• Disallow worker exposure to noise level greater than 80 dBA for duration of more than 8 hours perday without hearing protection. The use of hearing protection shall be enforced actively.Community Health and SafetyHazards posed to the public, specifically in high-pedestrian areas may include traffic accidents and vehiclecollision with pedestrians. Potential impact is negative but short-term and reversible by mitigation measures.The construction contractor will be required to:• Plan routes to avoid times of peak-pedestrian activities.• Liaise with project implementation authority in identifying high-risk areas on route cards/maps.• Use of safety caution tape/ barricade at excavated area (overhead tank locations and pipe layinglocation)Work CampsOperation of work camps can cause temporary air and noise pollution from machine operation, waterpollution from storage and use of fuels, oils, solvents, and lubricants. Potential impacts are negative butshort-term and reversible by mitigation measures. The construction contractor will be required to:• Consult with project implementation authority before locating project offices, sheds, and constructionplants;• Provide water and sanitation facilities for employees;• Prohibit employees from cutting of trees for firewood;• Train employees in the storage and handling of materials which can potentially cause soilcontamination;• Manage solid waste according to the following preference hierarchy: reuse, recycling and disposal todesignated areas;• Remove all wreckage, rubbish, or temporary structures (such as buildings, shelters, and latrines)which are no longer required; and• Request project implementation consultant to report in writing that the camp has been vacated andrestored to pre-project conditions before acceptance of work.Through preliminary survey the following locations have been selected for setting up camp sites and storageof materials• Peddaraju Palli – 10 Km from Sagileru River- land on both side• Maladurupadu -18 Km from Sagileru River – 4 acre land on right side while moving fro Badvel toWTP• Maladurupadu- 20 Km from Sagileru River• Gunclapuram –21 Km from Sagileru River• Narasimhapuram –22 Km from Sagileru River• Choudhariwari Palli –27 Km from Sagileru River35

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) - EnvironmentSocial and Cultural ResourcesFor this sub-project, excavation will occur in and around existing ROWs, so it could be that there is a low riskof such impacts. Nevertheless, the construction contractor will be required to:• Strictly follow the protocol for chance finds in any excavation work;• Stop work immediately to allow further investigation if any finds are suspected; and• Inform project implementation authority if a find is suspected, and take any action they requireensuring its removal or protection in situ.5.3 Operation and Maintenance5.3.1 Screening out areas of no significant impactBecause a water supply system should operate without the need for major repair and maintenance (seebelow), there are several environmental sectors which should be unaffected once the system begins tofunction. These are identified in Table 5.3.1-1 below, with an explanation of the reasoning in each case.These factors are thus screened out of the impact assessment and need not be mentioned further.Table 5.3.1-1: Fields in which Operation and Maintenance of the Completed Water Supply System isnot expected to have Significant ImpactsFieldClimateFisheries and aquatic biologyCoastal resourcesIndustriesRationaleExtraction and use of water from reservoir will not affect climateIntake of water do not support a significant aquatic flora or faunaBadvel is not located in a coastal area.The water supplied by the new system will not be for industrial use5.3.2 Operation and Maintenance of the Improved Water Supply SystemOperation and Maintenance (O & M) of the water supply system will be the responsibility of ULB. A smallnumber of people will be employed to operate and maintain the WTP, intakes, and SRs sites. ULB willemploy local contractors to conduct network repairs, and contractors should be required to operate the samekinds of H and S procedures as used in the construction phase to protect workers and the public.The system have a design life of 30 years, during which shall not require major repairs or refurbishments andshould operate with little maintenance beyond routine actions required to keep the pumps and otherequipment in working order. The stability and integrity of the system will be monitored periodically to detectany problems and allow remedial action if required. Any repairs will be small-scale involving manual,temporary, and short-term works involving regular checking and recording of performance for signs ofdeterioration, servicing and replacement of parts.The main requirement for maintenance of the transmission/rising mains and distribution system will be for thedetection and repair of leaks. The generally flat topography and the usage of good quality DI and HDPEpipes should mean that pipeline breaks are very rare, and that leaks are mainly limited to joints betweenpipes. The repair of household connections and the provision of new connections to slums and developingareas to increase the number of people supplied should reduce the incidence of illegal connections, whichare often a major source of leaks.During operation of water treatment plant, sludge will be generated. The possible management plan is shownbelow.36

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 5.3.2-1: Generation and Management of sludge from WTPUnitsproducingmajor sludgeTube settler (orClariflocculator)Sludge will becollected in achamber fromwhere it will begravitated toSludge pondFilterwashbackType ofsludgeNature ofsludgeType oftreatmentMud with Muddy water Plainun-reacted containing sedimentationchemicals 2% solids in Sludgein water Liquid Pond 40 mg/lportion will sludgebe recycled Sludge vol.to the inlet =0.2 cum perwell. Vol. of day i.e. 73liquid per cum per yearday is 5%i.e. 450 cumin 2026 and146 cum in2040Mud Muddy water To betransferred toinlet wellSize required30mx30mx2.5mwith side slopeof 1:1.5 having2compartmentsPipe dia. fordisposal as perdesignFinaldisposalDisposedfor fillingnearby lowlying areasInlet well ofWTPDuration ofdisposal /clearancefrom WTPsiteOnce inevery year.DuringbackwashingRemarksWTP capacity is9 MLD in 2026and 18 MLD in2040. Raw waterS.S.concentration is40 mg/l. Thesludge to begenerated is nontoxic.5.3.3 Anticipated Environmental Impacts and Mitigation MeasuresGeneral: The work will follow the same procedures during the construction stage. ULB needs to require its Oand M contractor to:• Prepare and submit Operational Manuals for WTP;• Prepare and submit Operational Manuals for the surface water intake and pump house;• Maintenance of WTP should be done as per supplier repairing guidelines,• Prior to discharge, ensure compliance of filter back wash water to Indian (Central Pollution ControlBoard) Effluent Discharge standard.• As far as possible conduct work during non-monsoon period;• Cover construction material like cement to prevent dusts; and• Refill and re-compact trenches soil and backfilled earth will be removed to expose the leakingjunction or pipe.Environmental issues associated with the WTP include: (i) solid waste; (ii) wastewater; (iii) hazardouschemicals; (iv)air emissions; and (v) ecological impacts.Solid WasteSolid waste residuals which may be generated by the WTP include process residuals, spent media andmiscellaneous wastes. Process residuals primarily consist of settled suspended solids from source water andchemicals added in the treatment process, such as coagulants. Coagulation (e.g. ferric hydroxide), and ironwill produce sludge. Composition of the sludge depends on the treatment process and the characteristics ofthe source water, and other organic compounds, microorganisms, etc. ULB needs to require its O and Mcontractor to:• Dispose periodically the muddy sludge generated from the WTP which will be collected in sludgepond for filling of low lying areas.;• Dispose of ferric alum sludge by land application, if allowed and if such application can be shownthrough modelling and sampling to have no adverse impacts on groundwater or surface water (e.g.from nutrient runoff); and37

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) - Environment• Potential impact on soil, groundwater, and surface water, in the context of protection, conservationand long term sustainability of water and land resources, should be assessed when land is used aspart of any waste or wastewater treatment systemWastewaterWastewater from water treatment projects include filter backwash. These waste streams may containsuspended solids and organics from the raw water, dissolved solids, high or low pH, etc.The Consultant has recommended for recirculation of back wash water in the design of WTP.Annexure 6shows the Indian standard for discharge of effluent in environment.Hazardous ChemicalsWater treatment may involve the use of chemicals for coagulation, disinfection and water conditioning. ForWTP that will use chlorine gas.The following provisions has been made in the project:• Installation of alarm and safety systems, including automatic shutoff valves, that are automaticallyactivated when a chlorine release is detected;• Installation of containment and scrubber systems to capture and neutralize chlorine should a leakoccur;• Use of corrosion-resistant piping, valves, metering equipment, and any other equipment coming incontact with gaseous or liquid chlorine, and keep this equipment free from contaminants, including oiland grease;• Storage of chlorine away from all sources of organic chemicals, and protect from sunlight, moisture,and high temperatures;• Minimize the amount of chlorination chemicals stored on site while maintaining a sufficient inventory tocover intermittent disruptions in supply; and• Planned for responding to accidental releases.Estimated monthly requirements of chlorine and ferric alum are:• Chlorine – 0.75 MT• Ferric Alum – 1.875 MTAir EmissionsAir emissions from water treatment operations may include gaseous or volatile chemicals used fordisinfection processes (e.g., chlorine). Measures related to hazardous chemicals discussed above willmitigate risks of chlorine release.Ecological ResourcesThere are no significant ecological resources in or around the town, so any repairs or maintenance work canbe conducted without ecological impacts. As there is no significant flora and fauna in or around project site,there should also not be any ecological impacts from water abstraction.Economic DevelopmentAlthough network repairs could result in shops losing some business if the work means that access is difficultfor customers, any losses will be small and short-lived and will probably be at the level of normal businessfluctuations. It should therefore not be necessary to compensate for such losses. Nevertheless Municipalityneeds to require its O and M contractor to:• Inform all residents and businesses about the nature and duration of any work well in advance so thatthey can make preparations if necessary;38

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) - Environment• Conduct these works to provide wooden walkways across trenches for pedestrians and metal sheetswhere vehicle access is required; and• Consult the local police regarding any such work so that it can be planned to avoid traffic disruption asfar as possible, and road diversions can be organised if necessary.The provision of an improved and expanded water supply system is not expected to have direct economicbenefits for business or industry, as connections will only be provided to domestic users. Howeverbusinesses will almost certainly benefit from the expected improvement in the health and wellbeing of theirworkforce as this should result in fewer days lost through illness, and overall increased productivity.Occupational Health and SafetyWorkers should have knowledge on occupational hazards which can arise from working in trenches andproject sites during repairing work. Potential impacts are negative but for short duration. Environmental,Health, and Safety (EHS) Guidelines- Water and sanitation (2007) developed by World Bank Group are usedas a reference for listing mitigation measures as follows,• Use personal flotation devices (PFDs) when working near waterways like intake structure• Use fall protection equipment when working at heights;• Maintain work areas to minimize slipping and tripping hazards;• Implement fire and explosion prevention measures in accordance with internationally acceptedstandards;• When installing or repairing mains adjacent to roadways, implement procedures and traffic controls,such as: Establishment of work zones so as to separate workers from traffic and from equipment as muchas possible; Reduction of allowed vehicle speeds in work zones; Use of high-visibility safety apparel for workers in the vicinity of traffic during repairing work; For night work, provision of proper illumination for the work space, while controlling glare so asnot to blind workers and passing motorists;• Implement a training program for operators of WTP who work with chlorine regarding safe handlingpractices and emergency response procedures;• Provide appropriate personal protective equipment (helmet, gloves, gumboots) and training on itsproper use and maintenance;and• Periodically sample air quality in work areas for hazardous chemicals like chlorine gasSocial and Cultural ResourcesAlthough there is a high risk of excavation in the town discovering material of historical or archaeologicalimportance, there will be no need to take precautions to protect such material when areas are excavated torepair leaks in the network, as all work will be conducted in trenches that have already been disturbed whenthe infrastructure was installed.Repair works could cause some temporary disruption of activities at locations of social and culturalimportance such as schools, hospitals, temples, tourist sites etc., so the same precautions as employedduring the construction period should be adopted. ULB needs to require its O and M contractor to:• Complete work near school, hospitals, religious places quickly;• Provide wooden bridges for pedestrians and metal sheets for vehicles to allow access across opentrenches where required; and• avoid working at sensitive times, such as religious and cultural festivals.The citizens of the town will be the major beneficiaries of the improved water supply, as they will be providedwith a constant supply of better quality water, piped into their homes. In addition to improved environmentalconditions, the sub-project will improve the over-all health condition of the town as diseases of poorsanitation (such as diarrhoea and dysentery) will be reduced. Moreover for maintaining the quality of drinking39

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) - Environmentwater testing will be done by the operation agency and accordingly correction will be planned as perrequirement.6 PUBLIC CONSULTATION AND INFORMATION DISCLOSURE6.1 Project StakeholdersStake holder consultation has been conducted at Badvel Municipality office on 27.09.2010 and local levelconsultation on 28.09.2010 and 08.11.2010. Minutes of meeting and issues emerged from stakeholder andlocal level consultation is attached as Annexure 7-11. The primary and secondary stake holders areidentified -The primary stakeholders are:• Residents, shopkeepers and businesspeople who live around project area where improvements will beprovided and near sites where facilities will be built;• Custodians and users of socially and culturally important buildings in affected areas if any; and• State and local authorities responsible for the protection and conservation of sensitive area if anyThe secondary stakeholders are:• Urban Local Body (ULB) Badvel Municipality, as the Executing Agency;• Other Government institutions whose areas or issues are affected by the subproject (state and localplanning authorities such as PWD, PHED);• Other community representatives (prominent citizens, political leader, religious leaders, elders,women’s groups);• The beneficiary community in general; and• World Bank, GoI, and Ministry of Finance.Discussion was held on:• Awareness and extent of the project and development components;• Benefits of Project for the economic and social upliftment of community;• Local disturbances due to Project Construction Work;• Necessity of tree felling etc. at project sites;• Water logging and drainage problem if any;• Drinking water quality (particularly fluoride content of the ground water) and quantity; and• Forest and sensitive area nearby the project siteProposed action plan is explained to Stakeholder,• If the trees going to be affected due to construction will be compensated with new plants at theearliest• The water quality and environment will be protected during construction• Control and mitigation of air and noise pollution during construction• Public safety will be considered at top most priority at construction phase• Physical relocation should be kept at the minimum level• Watercourses such as nala, ponds, tube wells will be not disturbed• Necessary permission will be taken as per rules and regulation of AP Govt. and GOI.40

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) - Environment6.2 Consultation and Disclosure(i)Consultation during detailed design:Focus-group discussions with affected persons (if any) and other stakeholders (including women’s groups,NGOs and CBOs) to hear their views and concerns, so that these can be addressed in subproject designwhere necessary; andStructured consultation meetings with the institutional stakeholders (government bodies and NGOs) todiscuss and approve key aspects of the project.Public consultation with local residents near sub-project location.(ii)Consultation during construction:Public meetings with affected communities to discuss and plan work programmes and allow issues to beraised and addressed once construction has started; andSmaller-scale meetings to discuss and plan construction work with individual communities to reducedisturbance and other impacts, and provide a mechanism through which stakeholders can participate insubproject monitoring and evaluation.(iii)Disclosure:The hard copy of EA for the sub-project will be made available to public at ULB as well as at CDMA-MSU forpublic reference and will be disclosed to a wider audience in the apmdp website www.apmdp.gov.in.7 GRIEVANCE REDRESS MECHANISMIt is expected that through a participatory process, acceptance of the sub-projects and grievances can beminimized. However, it is necessary to establish an effective grievance redressal mechanism to addresscomplaints/grievances related to social & environmental issues that may arise. The figure given alongsideindicates the grievance redressal mechanism for this purpose.The affected persons can register their grievances at the complaint cell established at the ULB. TheComplaint Cell would forward the grievance to the S&E officer for redressal. The Complaint Cell will also actas a Public Information Centre, where the grievances of the community will be registered and otherinformation with regard to the project, the sub-projects, social and environmental safeguards will be provided.The grievances can pertain to any social and/or environmental issues triggered by sub-projects under theAPMD Project. A ‘District Urban Grievance Redressal Body’ will be established for giving independent adviceto the concerned Municipal Commissioner for redressing the grievances. This body will consist of 4 to 5eminent citizens in the District and are from diverse backgrounds such as, education, health and sanitation,urban infrastructure, civic affairs, etc. In an advisory capacity, it will facilitate and suggest suitable action toredress the grievances of the community/people. At the state level a ‘State Urban Grievance RedressalBody’ will be established along similar lines. The Complaint Cell would forward the grievance to the S&Eofficer for redressal. If the S&E officer cannot redress the grievance within a specified time period, thegrievance would be forwarded to the ESMC and further to the District Urban Grievance Redressal Bodyconstituted at the district level. The grievances which cannot be redressed at the district level would bereferred to the State Urban Grievance Redressal Body. Each of these authorities can be approached directlyfor grievance redressal by the aggrieved person/party.Figure 7 shows Grievance Redressal process and Annexure 12 indicates sample Grievance RegistrationForm.41

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) - EnvironmentGRIEVANCE REDRESSAL MECHANISMCourtsIf notresolvedGrievancesESMC (ULB)S&E Officer (ULB)Complaint Cell/Public Information Center(ULB)GrievanceRedressalBody(Districtand StateLevel)Environment and Social Management Committee (ESMC): Members are Municipal Chairperson (Chairman), Commissioner (Exec –Chairman), Municipal Engineer/Manager, S&E Officer (Designated), Town Planning Officer, Medical and Health Officer, RevenueOfficer, NGO/Community RepresentativesFigure 7: Grievance redress mechanism - APMDP8 ENVIRONMENTAL MANAGEMENT PLAN8.1 Institutional ArrangementsThe APMD Project would be implemented in the State by the Department of Municipal Administration andUrban Development (MAUD) through the Commissioner and Director of Municipal Administration (CDMA)and Andhra Pradesh Urban Infrastructure Fund (APUIF). The Principal Secretary MAUD will be heading theactivities under the project at the State Level.The CDMA, in its capacity as the authority in charge of Urban Local Bodies (ULBs), would provide generalinstitutional and administrative support to all ULBs. A Municipal Strengthening Unit (MSU) would be set up atCDMA to assist ULBs to undertake infrastructure sub-projects under APMD Project, monitor theirimplementation and provide institutional support, in the form of capacity building and reforms, to ULBs andalso assist them. The MSU will engage an environmental specialist and a social development expert forassessment of social and environmental compliance of sub-projects.The Andhra Pradesh Urban Infrastructure Fund (APUIF) would be the nodal agency responsible for financingand appraising the sub-projects under APMDP. It will have three project windows – the Project DevelopmentDivision (PDD) for appraisal of sub-projects, the Investment Division (ID) for financing the sub-projects andthe Institutional Development Division (IDD) for sub-project specific institutional development.At the field level the concerned ULBs would play an important role in implementation of the project. TheULBs would be responsible for implementing and managing the sub-projects. They will form an Environmentand Social Management Committee to carry out the necessary social and environmental functions in thesub-project areas. Institutional arrangements for addressing social and environmental aspects of the projectconstitute the Social and Environment (S&E) officer and the Environment and Social ManagementCommittee (ESMC) of Urban Local Body.The role and the functions of the ESMC would include, but not be limited to, the following:• Ensuring social and environmental compliance in sub-project preparation• Coordinating acquisition of land and undertaking surveys• Overseeing preparation of Social Management Plans (SMPs)/Environmental Management Plans(EMPs) through internal sources and/or external consultants• Social/Environmental Impact Assessments42

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) - Environment• Implementation of SMPs/EMPs• Approval of SMPs if done through external consultants• Undertaking/coordinating construction of resettlement colonies• Coordinating with NGOs in SMP/EMP implementation and various agencies involved• Grievance redressal• Organize training programmes for identified PAPs through the Government agencies/NGOs / other sourcesThe S&E officer, working under the Municipal Engineer, would ensure the implementation of RAP/TDP/EMPat sub-project level through the existing machinery by entrusting the execution of separate sectoralcomponents of the RAP to the concerned line departments. The responsibilities for handling social issueswould be coordinated with the Town Planning and the Revenue Wings as they are more acquainted withissues such as land acquisition, measurements, structural assessments, etc. Similarly the S&E Officer willcoordinate with the other Engineering department officials, the Medical and Health Officials andenvironmental consultants on environmental issues such as solid waste management, sanitation, etc. Therole and the functions of the S&E Officer would include, but not be limited to, the following:• Coordinate planning and implementation of social and environmental aspects of sub-projects in theULB.• Assess the Detailed Project Reports (DPRs) for social and environmental compliance with safeguardframework.• Monitor the sub-project interventions for social and environmental sustainability• Support and coordinate trainings programmes for the capacity building of the PIA and its partnerslike the NGOs and CBOs as the case may be.• Coordinate with all the agencies for ensuring implementation of social & environmental activities.• Assist consultants to carry out assessment of the project affected people and in the assessment ofvulnerability and entitlement issues and coordination of SMP/EMP implementation at the ULB.• Mobilizing the community and ensuring their participation in addressing emerging social and R&Rissues.• Reporting the progress, highlighting the social and environmental issues not addressed and alsoprovide for course correction in subsequent projects• Develop a system of environmental monitoring and social audit to achieve maximum benefits fromthe sub-project.• Auditing the monitoring indicators collected by the implementing staffThe organizational structure at the ULB is given as Figure 8. Each ULB will consist of the implementationarrangements and the ESMC. Municipal Commissioner, Municipal Engineer and S&E Officer, supported bysection heads at the ULB, and representatives from NGOs/community will form the primary implementingarrangements at the ULB and the ESMC will be responsible for overlooking social and environmentalactivities implemented under each sub-project in the ULB. For specific environmental issues, the RegionalOfficer of Andhra Pradesh Pollution Control Board (APPCB) may be consulted.It can be seen that the social and environmental needs of the APMD Project would be managed at differentlevels. At the state level, the MAUD, at the middle level the MSU of CDMA would enable ULBs to preparesocially and environmentally sound project proposals and help build required skills through a concertedcapacity building programme. The Urban Environmental Specialist and Social Scientist at the MSU wouldensure that appraised sub-projects are socially and environmentally sound, apart from providing advisoryservices to ULBs. And finally at the bottom level the S&E officer and the ESMC would be vested with powersto monitor and manage S&E issues during sub-project implementation at the ULBs. Figure 9 Shows theoverall institutional arrangements for the project implementation under APMDP.43

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) - EnvironmentESMCMunicipal Chairman (Chairman)Commissioner (Exec – Chairman)Municipal Engineer / UES and SSat MSU Town Planning OfficerMedical and Health OfficerRevenue OfficerFigure 8: Organizational Structure of ULBUES and SS at MSUUES S and & E SS Officer at MSUFigure 9: Institutional Responsibility for Implementation of Environmental Safeguard under APMDP44

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) - EnvironmentResponsible for carrying out mitigation measuresDuring construction stage, implementation of mitigation measures is the construction contractor’sresponsibility while during operation stage, ULB will be responsible for the conduct of maintenance or repairworks.To ensure implementation of mitigation measures during the construction period, contract clauses (Annexure13) for environmental provisions will be part of the civil works contracts. Contractors’ conformity with contractprocedures and specifications during construction will be carefully monitored by project implementingauthority.Responsible for carrying out monitoring measuresDuring construction, designated EO of ULB will monitor the construction contractor’s environmentalperformance.During the operation stage, monitoring will be the responsibility of ULB.Responsible for reportingESMC in local level and Environmental Specialist of CDMA- MSU will submit monthly/quarterly reports toWorld Bank on implementation of the EMP. Any major accidents having serious environmentalconsequences will be reported immediately.8.2 Environmental Management and Mitigation PlanTables8.2-1 to 8.2-3show the potential adverse environmental impacts, proposed mitigation measures, andresponsible parties. This EMP will be included in the bid documents and will be further reviewed and updatedduring implementation.8.3 Environmental Monitoring ProgramTables 8.3-1 to 8.3-3 show the proposed environmental monitoring program for this subproject. It includes allrelevant environmental parameters, description of sampling stations, frequency of monitoring, applicablestandards, and responsible parties.45

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 8.2-1: Anticipated Impacts and Mitigation Measures – Pre-construction Environmental Management & Mitigation PlanField/Issues Anticipated Impact Category-Direct/IndirectUtilities Telephone lines, electric Indirectpoles and wires, waterpipe (old) existing withinright-of-way (ROW) maybe damaged.Sustainablewater sourceProcurementof qualitymaterialsWater SupplySocial andCulturalResourcesConstructionwork camps,hot/spot mixNon-availability of waterfrom sourceWater logging due toleakages and overflowsHealth risk due to closureof water supplyGround disturbance canuncover and damagearchaeological andhistorical remainsDisruption to traffic flowand sensitive receptorsIndirectIndirectDirectDirectIndiirectDurationofimpactsDuringplanningDuringplanningDuringplanningandexecutionDuringnetworkingperiodDuringimpactedperiod/executiontimeThrougoutprojectperiod-Intensity/MagnitudeInsignificantInsignificantInsignificantMitigation MeasuresTelephone lines, power lines etc willbe suitably avoided during pipelinelaying.Care shall be taken while selectingthe source depending upon theavailability of waterDetailed study of the availability ofwater from the source shall be donebefore opting for the sourceAll pipe appurtences should betested before layingInsignificant There is no chance of closure ofpresent scheme either duringconstruction or during interconnection. Existing serviceconnections will be disconnectedafter commissioning of the newsystem.Insignificant (i)Consideration of alternatives if thesite is found to be of medium or highrisk as per Archeological dept report;(ii) Develop a protocol for use by theconstruction contractors inconducting any excavation work, toensure that any chance finds arerecognised and measures are takento ensure they are protected andconserved. They will inform ProjectImplementation consultant atearliest.Small (i) Prioritization of areas within ornearest possible vacant space in thesub-project sites;Responsible forMitigationMonitoring ofMitigation- - -DPR consultantand ULBULBDPR documentSustainability of watersource authenticatedby concernedauthorityQuality certificated ofmaterials---ReferenceDocumentConform to Is11906: 1986CPHEEOManual- - Municipal ActULB/ constructioncontractorULB and ProjectImplementationauthority toChanceProtocolFindsList of selected sitesfor construction workcamps, hot/spot mixThe AncientMonumentsandArchaeologicalSites andRemains Act1958Contractdocument46

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) - EnvironmentField/Issues Anticipated Impact Category-Direct/Indirectplants,stockpileareas, storageareas, anddisposalareas.SourcesMaterialsofExtraction of materialscan disrupt natural landcontours and vegetationresulting in acceleratederosion, disturbance innatural drainage patterns,ponding and waterlogging, and waterpollution.IndirectDurationofimpactsplanningandexecutionPlanningstage -DuringparticularactivityIntensity/MagnitudeSmallMitigation Measures(ii) If it is deemed necessary to locateelsewhere, consider sites that shallnot promote instability and result indestruction of property, vegetation,and drinking water supply systems;(iii) Exercise extreme care inselecting sites to avoid directdisposal in water bodies or in areaswhich will inconvenience thecommunity.(i) Prioritize sites already permittedby the Mining or concernedDepartment; and(ii) If other sites are necessary,inform construction contractor that itis their responsibility to verify thesuitability of all material sources andto obtain the approval of ULBResponsible forMitigationdeterminelocations prior toaward ofconstructioncontracts.ULB to preparelist of approvedquarry sites andsources ofmaterialsMonitoring ofMitigationplants, stockpileareas, storage areas,and disposal areas.(i) List of approvedquarry sites andsources of materials;(ii) bid document toinclude requirementfor verification ofsuitability of sourcesand permit foradditional quarry sitesif necessary.ReferenceDocumentContractdocument47

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 8.2-2: Anticipated Impacts and Mitigation Measures – Construction Environmental Management & Mitigation PlanField/ Issue Anticipated Impact Category-Direct/IndirectSources of Extraction of IndirectMaterials construction materialmay cause groundinstabilityDurationimpactsofDuringprocurement/collectionIntensity/MagnitudeMitigation MeasuresSmall • Verify suitability of allmaterial sources andobtain approval ofProject Managementauthority;• Use quarry sites andsources permitted bygovernmentResponsible forMitigationConstruction Contractor(CC)Monitoring of MitigationConstruction ContractordocumentationReferenceDocumentContract documentThe following sites arepreliminary selected forcollection of constructionmaterials,Sand: Location-Sidhout., Distance-38 Km from projectareaCoarse Aggregate:Location-G.V.satramDistance- 28 KmBricks - G.V.satramDistance- 28 KmAir Quality Emissions fromconstruction vehicles,equipment, andmachinery used forexcavation andconstruction resultingto dusts and increasein concentration ofvehicle-relatedDirectThroughoutduringconstruction atparticular areaAll sites areenvironmentally safeSmall • Consultation withprojectimplementationauthority on thedesignated areas forstockpiling of clay,soils, gravel, andother constructionmaterials;ConstructionContractor/ ULB(i) Location of stockpiles;(ii) complaints fromsensitive receptors; (iii)heavy equipment andmachinery with airpollution control devices(iv) ambient air forrespirable particulatematter (RPM) andThe Environment(Protection) Act,1986The Air (Preventionand Control ofPollution) Act 1981CPCB standards of48

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/Indirectpollutants such ascarbon monoxide,sulfur oxides,particulate matter,nitrous oxides, andhydrocarbonsDurationimpactsofIntensity/MagnitudeMitigation Measures• Damp down exposedsoil and stockpiles onsite by sprayingwater during dryweather; and• Use tarpaulins tocover loose materialwhen transported bytrucks; and• Conduct air qualitymonitoring atsensitive receptorslike Church – nearNandipalli. Mosque – nearOld PanchayatOffice Temple –VeeranjaneyaSwami templenearMiddolapalem Temple –PattabhiRamalayamnearSurendranagar Temple –Backside ofBalaji residenceResponsible forMitigationMonitoring of Mitigationsuspended particulatematter (SPM); (v)vehicular emissions suchas sulphur dioxide (SO2),nitrous oxides (NOx),carbon monoxide (CO),and hydrocarbonsReferenceDocumentambient air qualityand vehicular andequipment emissionand major residentialareasSurfacewater qualityMobilization of settledsilt materials, run-offfrom stockpiledmaterials, andIndirectThroughoutduringconstruction atparticular areaSmall • Avoid stockpiling ofearth fill especiallyduring the monsoonseason unlessConstructionContractor/ ULB(i) Areas for stockpiles,storage of fuels andlubricants and wastematerials; (ii) records ofThe Environment(Protection) Act,198649

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/Indirectchemicalcontamination fromfuels and lubricantsduring constructionworkscancontaminatedownstream surfacewater quality.Noise LevelsIncrease in noise leveldue to earth-movingand excavationequipment, and thetransportation ofequipment, materials,and peopleDirectDurationimpactsofdepends onsite conditionThroughoutduringconstruction atparticular areaIntensity/MagnitudeMitigation Measurescovered by tarpaulinsor plastic sheets;• Place storage areasfor fuels andlubricants away fromany drainage leadingto water bodies;• Dispose any wastesgenerated byconstruction activitiesin designated sites;and• Conduct surfacequality inspection(particularly forreservoir water)according to theEnvironmentalManagement Plan(EMP)Small • Plan activities inconsultation withProjectImplementationconsultant which willresult in leastdisturbance;• Minimize utilization ofhorns• Maintain maximumsound levels notexceeding 80decibels (dbA) whenmeasured at adistance of 10 m ormore from thevehicle/s.Responsible forMitigationConstructionContractor/ ULBMonitoring of Mitigationsurface water qualityinspection;(iii)effectiveness of watermanagement measures;(iv) for inland water:suspended solids, oil andgrease, biological oxygendemand (BOD), andcoliforms(i) Complaints fromsensitive receptors; (ii)use of silencers in noiseproducingequipment andsound barriers; (iii) Logequivalent day and nighttime noise levelsReferenceDocumentThe Water(Prevention andControl of Pollution)Act, 1974, amended1988CPCB standards ofwater qualityNoise Pollution(Regulation andControl) Rules,200050

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/IndirectDurationimpactsofIntensity/MagnitudeMitigation Measures• Conduct noise levelmonitoring atsensitive receptorsand major residentialareasResponsible forMitigationMonitoring of MitigationReferenceDocumentEcologicalresourcesFelling of the trees –affect terrestrialecological balanceDirect Just beforeexecution atspecific areawhere fellingis neededSmall • Minimize removal ofvegetation anddisallow unnecessarycutting of trees;• If tree-removal will berequired, obtain treecuttingpermit fromUrban Local Body;and• Require to plant 24trees as against 8nos. fellConstructionContractorChecking of conservationmanagement plan fortree speciesForest(Conservation) Act,1980, amended1988Andhra PradeshWater, Land andTree Act, 2002LandscapeandAestheticsDisposal of Solidwastes as well asexcess constructionmaterialsIndirectDuringexecutionperiod as persite conditionInsignificant • Manage solid wasteaccording to thefollowing preferencehierarchy: reuse,recycling anddisposaltodesignated areas;• Avoid stockpiling ofexcess excavatedsoils;• Coordinate withBadvel Municipalityfor beneficial uses ofexcess excavatedsoils or immediatelydisposetodesignatedConstruction Contractor(i) Waste ManagementPlan; (ii) complaints fromsensitive receptors; (iii)ULB to report in writingthat the necessaryenvironmental restorationwork has beenadequately performedbefore acceptance ofwork.The Municipal SolidWastes(Management andHandling) Rules,2000Estimated volume of51

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/IndirectDurationimpactsofIntensity/MagnitudeMitigation Measuresexcess earth generationdue to pipe linelaying,areas - 134203cum. Excess earth can bedisposed in filling lowlying pockets within theULB namely, ChinnaKessam Palle, PangaPalle,Bakarampeta(South),Gandhi Nagar and otherareasResponsible forMitigationMonitoring of MitigationReferenceDocumentAccessibilityTraffic problems andconflicts in right-ofway(ROW)Direct During pipelaying –throughout theactivity periodModerate • Schedule transportand hauling activitiesduring non-peakhours;• Locate entry and exitpoints in areas wherethere is low potentialfor traffic congestion;• Keep the site freefrom all unnecessaryobstructions;• Drive vehicles in aconsiderate manner;• Coordinate withTraffic Policedepartment fortemporary roaddiversions; and• Notify affectedsensitive receptorsby providing signboards informingnature and durationof construction worksConstruction Contractor(i) Traffic ManagementPlan; (ii) complaints fromsensitive receptors; (iii)number of signagesplaced at sub-projectsites.Contract documentAppropriateConstructionTechniquesCPCB standards ofambient air qualityand vehicular andequipment emission52

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/IndirectDurationimpactsofIntensity/MagnitudeMitigation Measuresand contact numbersforconcerns/complaintsResponsible forMitigationMonitoring of MitigationReferenceDocumentHighways are proposedto be crossed by pipejacking technique. Forother roads work will beexecuted in two phasesof 50% each to avoidtraffic diversion.Socio-Economic –Income.Impede the access ofresidents andcustomers to nearbyshopsIndirect During pipelaying –throughout theactivity periodSmall (i) Leave spaces foraccess between moundsof soil;(ii) Provide walkways andmetal sheets whererequired to maintainaccess across trenchesfor people and vehicles;(iii) Increase workforce infront of critical areas suchas institutions, place ofworship, businessestablishment, hospitals,and schools;(iv) Provide sign boardsfor pedestrians to informnature and duration ofconstruction works andcontact numbers forconcerns/ complaints.Construction Contractor (i) Complaints fromsensitive receptors; (ii)number of walkways,signages, and metalsheets placed atsubproject sites.Contract documentSocial impactassessment andcompensationmatrixSocio-Economic -EmploymentGeneration ofcontractualemployment andincrease in localrevenueIndirectThroughoutthe workingperiodInsignificant(i) Employ the locallabour force within the 2-km immediate area, ifmanpower is available;and(ii) Procure constructionConstruction Contractor(i) Employment records;(ii) records of sources ofmaterialsContract document53

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/IndirectOccupationalHealth andSafetyOccupational hazardswhich can arise fromworkingininfrastructuresDirectDuration ofimpactsThroughoutthe workingperiod and asper siteconditionIntensity/MagnitudeMitigation Measuresmaterials from localmarket, if BIS standardmaterials are available.Small (i) Develop andimplement site-specificHealth and Safety (H andS) Plan which will includemeasures such as: (a)excluding public from thesite; (b) ensuring allworkers are provided withand use PersonalProtective Equipment likehelmet in case of workingat height, gloves andgumboots at concretinglocations, nose musk atdust producing areas,safety belt during work atheight; (c) H and STraining for all sitepersonnel;(d)documented proceduresto be followed for all siteactivities; and (e)documentation of workrelatedaccidents;(ii) Ensure that qualifiedfirst-aid can be providedat all times ( at workingsites and camp). First Aidbox shall be easilyaccessible throughout thesite;Responsible forMitigationMonitoring of MitigationConstruction Contractor (i) Site-specific Healthand Safety (H and S)Plan;(ii) Equipped first-aidstations;(iii) Medical insurancecoverage for workers;(iv) Number of accidents;(v) Supplies of potabledrinking water;(vi) Clean eating areaswhere workers are notexposed to hazardous ornoxious substances;(vii) record of H and Sorientation trainings(viii) personal protectiveequipments;(ix) % of movingequipment outfitted withaudible back-up alarms;(xi) sign boards forhazardous areas such asenergized electricaldevices and lines, servicerooms housing highvoltage equipment, andareas for storage anddisposal.ReferenceDocumentEnvironmental,Health, and Safety(EHS) Guidelines-Water andsanitation (2007)prepared by WorldBank GroupContract document(iii) Provide medicalinsurance coverage forworkers;(iv) Provide supplies of54

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/IndirectDurationimpactsofIntensity/MagnitudeMitigation Measurespotable drinking water;(v) Provide clean eatingareas where workers arenot exposed tohazardous or noxioussubstances;(vi) Provide H and Sorientation training to allnew workers;(vii) Use fall protectionequipment when workingat heights;(viii)Maintain work areasto minimize slipping andtripping hazards;(ix)For night work,provision of properillumination for the workspace, while controllingglare so as not to blindworkers and passingmotorists;(x) Ensure the visibility ofworkers through their useof high visibility vestswhen working in orwalking through heavyequipment operatingareas;(xi) Ensure movingequipment is outfittedwith audible back-upalarms;and(xii) Disallow workerexposure to noise levelgreater than 80 dBA for aduration of more than 8Responsible forMitigationMonitoring of MitigationReferenceDocument55

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/IndirectCommunityHealth andSafety.Traffic accidents andvehicle collision withpedestriansDirectDurationimpactsofDuringexecutionperiod - as persite conditionIntensity/MagnitudeMitigation Measureshours per day withouthearing protection. Theuse of hearing protectionshall be enforcedactively.Small • Plan routes to avoidtimes of peakpedestrianactivities.• Liaise with projectimplementationauthority inidentifying high-riskareas on routecards/maps.• Use of safety cautiontape at excavatedarea (overhead tanklocations and pipelaying location)Responsible forMitigationConstruction ContractorMonitoring of Mitigation(i) Traffic ManagementPlan; (ii) complaints fromsensitive receptorsReferenceDocumentContract documentEnvironmental,Health, and Safety(EHS) Guidelines-Water andsanitation (2007)prepared by WorldBank GroupIS 12314: 1987(safety distancefrom other services)Safety guidelines ofPWD, IRCWork Camps Temporary air andnoise pollution frommachine operation,water pollution fromstorage and use offuels, oils, solvents,and lubricantsIndirectThroughoutthe executionperiodSmall (i) Consult with ULBbefore locating projectoffices, sheds, andconstruction plants;(ii) Minimize removal ofvegetation and disallowcutting of trees;(iii) Provide water andsanitation facilities foremployees;(iv) Prohibit employeesfrom cutting of trees forfirewood;(v) Train employees inthe storage and handlingof materials which canpotentially cause soil56Construction Contractor (i) Complaints fromsensitive receptors; (ii)water and sanitationfacilities for employees;and (iii) ULB report inwriting that the camp hasbeen vacated andrestored to pre-projectconditionsContract documentEnvironmental,Health, and Safety(EHS) Guidelines-Water andsanitation (2007)prepared by WorldBank GroupThe Municipal SolidWastes(Management andHandling) Rules,2000

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/IndirectDurationimpactsofIntensity/MagnitudeMitigation Measurescontamination;(vi) Manage solid wasteaccording to the followingpreference hierarchy:reuse, recycling anddisposal to designatedareas; and(viii) Remove allwreckage, rubbish, ortemporary structureswhich are no longerrequired;Through preliminarysurvey the followinglocations have beenselected for setting upcamp sites and storage ofmaterialsResponsible forMitigationMonitoring of MitigationReferenceDocument• Peddaraju Palli – 10Km from SagileruRiver- land on bothside• Maladurupadu -18Km from SagileruRiver – 4 acre landon right side whilemoving fro Badvel toWTP• Maladurupadu- 20Km from SagileruRiver• Gunclapuram –21Km from SagileruRiver• Narshimapuram –22Km from SagileruRiver57

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) - EnvironmentField/ Issue Anticipated Impact Category-Direct/IndirectDurationimpactsofIntensity/MagnitudeMitigation Measures• Chodhuriwari Palli –27 Km from SagileruRiverResponsible forMitigationMonitoring of MitigationReferenceDocumentSocial andCulturalResourcesRisk of archaeologicalchance finds andcultural sitesDirectDuringexecutionperiod - as persite conditionInsignificant (i) Strictly follow theprotocol for chance findsin any excavation work;and(iii) Stop workimmediately, Inform ULBif a find is suspected, andtake any action theyrequire ensuring itsremoval or protection insitu.Construction Contractor (i)Records of chancefindsContract documentThe AncientMonumentsand ArchaeologicalSites and RemainsAct 195858

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 8.2-3: Anticipated Impacts and Mitigation Measures – Operation and Maintenance Environmental Management & Mitigation PlanFieldOccupationalHealth andSafetyAnticipatedImpactAdverse impactson the appearanceof surroundingenvironment andexposure ofworkers to debrisCategory-Direct/IndirectDirectDuration ofimpactsDuringOperationphase asperrequirementIntensity/MagnitudeSmallMitigation Measures(i) Ensure persons employed will beprovided with suitable protectionEquipment like helmet in case ofworking at height, gloves andgumboots at concreting locations,nose musk at dust producing areas,safety belt during work at height;w;and(ii) Ensure all non hazardousremoved material will be depositedin the municipal waste storage binsor approve locations.(iii) Reduction of allowed vehiclespeeds in work zones; and(iv) Use of high-visibility safetyapparel for workers in the vicinity oftraffic during repairing workResponsible forMitigationBadvel Municipality andO and M ContractorsMonitoring ofMitigation(i) Records oftraining; (ii) H and SPlan approved byPHEDReferenceDocumentEnvironmental,Health, and Safety(EHS) Guidelines-Water andsanitation (2007)prepared by WorldBank GroupContract documentGeneral General impact Indirect DuringmaintenanceworkSolid Wastesfrom processImpacts duringoperation andmaintenanceEnvironmentalpollution -Potential impactonsoil,groundwater, andsurface waterDirectIndirectDuringmaintenanceworkDuringdisposal ofsolid wste /sludge fromtreatmentplantSmallSmallSmall(i) Refill and re-compact trenchessoil and backfilled earth shall beremoved to expose the leakingjunction or pipe;(ii) Conduct work during nonmonsoonperiod; and(iii) Cover or wet excavated materialto prevent dusts.Avoid stagnant water pools andwater loggingCheck for water contaminationduring transmissionMuddy sludge will be generatedfrom the WTP which will becollected in sludge pond anddisposed periodically for filling oflow lying areasEstimated generation of processBadvel MunicipalityandO and M ContractorsComplaints fromsensitive receptorsBadvel Municipality Complaints fromsensitive receptorsBadvel Municipality andO and M Contractors(i) Complaints fromsensitive receptors(ii) Field checking(iii) Testing of soil,surface and groundwater nearbyContract documentCPHEEO Manualon water supplyThe Municipal SolidWastes(Management andHandling) Rules,200059

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) - EnvironmentFieldAnticipatedImpactnearbydisposal sitetheCategory-Direct/IndirectDuration ofimpactsIntensity/MagnitudeMitigation MeasuresResponsible forMitigationMonitoring ofMitigationReferenceDocumentsludge - 73 cum/year upto 2026 MoEF guideline forhandling anddisposal of wasteWastewater Discharge intowater causingwater pollutionHazardousChemicalsRelease to naturecausing air, waterand soil pollutionIndirectIndirectDuringdischarge ofeffluent aftertreatmentDuringaccident andoperation &maintenanceSmallRecycling filter backwash into theprocessSmall • Installation of alarm and safetysystems, including automaticshutoff valves, that areautomatically activated when achlorine release is detected;• Installation of containment andscrubber systems to capture andneutralize chlorine should a leakoccur;• Use of corrosion-resistant piping,valves, metering equipment, andany other equipment coming incontact with gaseous or liquidchlorine• Storage of chlorine away from allsources of organic chemicals,and protect from sunlight,moisture, and high temperaturesBadvel Municipalityand O and MContractorsBadvel Municipality andO and M Contractors(i) Complaints fromsensitive receptors(ii) Field checking(i) Complaints fromsensitive receptors(ii) Site checking(iii) Checking ofawareness andemergency trainingdocumentWater Act, 1974APPCB Standardsfor waste disposalin to streamsThe HazardousWastes(Management AndHandling) Rules,1989Air EmissionsAir pollution fromgaseous or volatilechemicals used fordisinfectionprocessesIndirectDuringoperationInsignificant Proper storage and scientificutilization of chemicals utilized intreatment processBadvel Municipality/and O and MContractorsComplaints fromsensitive receptorsAirqualityassessmentThe Environment(Protection) Act,1986The Air (Preventionand Control ofPollution) Act 1981CPCB standards ofambient air quality60

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) - EnvironmentFieldEconomicDevelopmentAnticipatedImpactImpedimentsresidentsbusinessestoandCategory-Direct/IndirectDuration ofimpactsIndirect During anymainteanceworkIntensity/MagnitudeMitigation MeasuresSmall • Inform all residents andbusinesses about the nature andduration of any work well inadvance;• Conduct these works to providewooden walkways acrosstrenches for pedestrians andmetal sheets where vehicleaccess is required; and• Consult the local policeregarding any such work so thatit can be planned to avoid trafficdisruption as far as possibleResponsible forMitigationBadvel Municipality andO and M ContractorsMonitoring ofMitigationComplaints fromsensitive receptorsReferenceDocumentand vehicular andequipment emissionContract documentSocial impactassessment andcompensationmatrixSocial andCulturalResourcesTemporarydisruptionactivitiesofDirect During anymaintenaceworkSmall• Complete work near school,hospitals, religious placesquickly;• Provide wooden bridges forpedestrians and metal sheets forvehicles to allow access acrossopen trenches where required;and• Avoid working at sensitive times,such as religious and culturalfestivalsBadvel Municipality andO and M ContractorsComplaints fromsensitive receptorsContract documentThe AncientMonumentsand ArchaeologicalSites and RemainsAct 1958EcologicalResourcesAffect on terrestrialand aquaticecosystemDirect During anymaintenaceworkInsignificantContinued protection planapplication during any repairing jobBadvel Municipality andO and M Contractors(i) Records ofcomplain fromsensitive receptors;(ii) Conservation planfor terrestrial andaquatic flora andfaunaForest(Conservation) Act,1980, amended1988Andhra PradeshWater, Land andTree Act, 200261

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 8.3-1: Pre-construction Environmental Monitoring ProgramMitigationMeasuresBaselineEnvironmentalCondition – AmbientAir QualityBaselineEnvironmentalCondition - WaterQualityLocationSubproject sitesSubproject sitesResponsible forMitigationULB/ImplementationcontractorULB/ImplementationcontractorMonitoring of Mitigation Method of Monitoring Indicators/ Standards Frequency Responsible forMonitoringEstablish baseline values of (i) Air sample collection GOI Ambient Air Quality Once prior to Contractor/ ULBRespirable particulate matter and analyses by inhouseStandardsstart of(RPM) and (ii) Suspendedlaboratory orconstructionparticulate matter (SPM), (iii) accredited 3rd partySulphur dioxide, (iv) Nitrogen laboratoryoxides and (v) CarbonmonoxideEstablish baseline values ofsuspended solids (TSS),pH, chemical oxygen (COD),biological oxygen demand(BOD), dissolved oxygen, oiland grease, faecal coliformWater samplecollection andanalyses by in-houselaboratory oraccredited 3rd partylaboratoryGOI Water QualityStandardsOnce prior tostart ofconstructionContractor/ ULBSocial and CulturalHeritageConstruction workcamps, hot/spot mixplants, stockpileareas, storageareas, and disposalareas.SourcesMaterialsofAffected areaConcernedplaceConcerned sitesULB/ImplementationcontractorULB/ImplementationcontractorULB/Implementationcontractor toprepare list ofChance Finds Protocol Checking of records Chance Finds Protocolprovided to constructioncontractors prior tocommencement ofactivitiesList of selected sites forconstruction work camps,hot/spot mix plants, stockpileareas, storage areas, anddisposal areas.(i)List of approved quarry sitesand sources of materials; (ii)BID document to includerequirement for verification ofChecking of records List of selected sites forconstruction workcamps, hot/spot mixplants, stockpile areas,storage areas, anddisposal areas providedto constructioncontractors prior tocommencement ofworks.Checking of records (i) List of approvedquarry sites and sourcesof materials provided toconstruction contractorsOnceOnceonceContractor/ ULBContractor/ ULBContractor/ ULB62

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) - EnvironmentMitigationMeasuresLocationResponsible forMitigationapproved quarrysites and sourcesof materialsMonitoring of Mitigation Method of Monitoring Indicators/ Standards Frequency Responsible forMonitoringsuitability of sources andpermit for additional quarrysites if necessary.(ii) BID document toinclude requirement forverification of suitabilityof sources and permitfor additional quarrysites if necessary.63

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 8.3-2: Construction Environmental Monitoring ProgramMitigationMeasuresSourcesMaterialsofLocationQuarries andsources ofmaterialsResponsible forMitigationConstructionContractorMonitoring of MitigationConstructionContractordocumentationMethod ofMonitoring(i) Checking ofrecords; (ii)visual inspectionof sitesIndicators/ Standards Frequency Responsible forMonitoring(i) sites are permitted;Monthly ULB/ Contractor(ii) report submitted by submissionconstruction contractor monthly for(until such time there is constructioexcavation work)n contractorAir QualitySurfaceQualityConstructionNoise LevelsWaterConstructionsites andareasdesignated forstockpiling ofmaterials(i) constructionsites;(ii) areas forstockpiles,storage offuels andlubricants andwastematerials;(i) constructionsites;(ii) areas forstockpiles,storage ofConstructionContractorConstructionContractorConstructionContractor(i) Location of stockpiles; (ii)complaints from sensitivereceptors; (iii) heavy equipmentand machinery with air pollutioncontrol devices (iii) ambient air forrespirable particulate matter(RPM) and suspended particulatematter (SPM); (iv) vehicularemissions such as sulphur dioxide(SO2), nitrous oxides (NOx),carbon monoxide (CO), andhydrocarbons (HC)(i) Areas for stockpiles, storage offuels and lubricants and wastematerials; (ii) records of surfacewater quality inspection; and (v)for inland water: suspendedsolids, oil and grease, biologicaloxygen demand (BOD), COD, DOand coliforms.(i) Complaints from sensitivereceptors; (ii) use of silencers innoise-producing equipment andsound barriers; (iii) Equivalent dayand night time noise levels(i) Checking ofrecords; (ii)visual inspectionof sitesVisualinspection andtesting results(i) Checking ofrecords; (ii)visual inspectionof sites(i) stockpiles on designatedareas only;(ii) complaints from sensitivereceptors satisfactorilyaddressed;(iii) air pollution control devicesworking properly;(iv) GOI Ambient QualityStandards for ambient airquality;(iv) GOI Vehicular EmissionStandards for SO2, NOx, COand HC.(i) designated areas only;(ii) silt traps installed andfunctioning;(iii) no noticeable increase insuspended solids and silt fromconstruction activities (iv) GOIStandards for Water Dischargesto Inland Waters and Land forIrrigation(i) complaints from sensitivereceptors satisfactorilyaddressed; and (ii) silencers innoise-producing equipmentfunctioning as design; andAs neededforConsultantQuarterlyforcheckingrecordsQuarterlyQuarterlyULB/ ContractorULB/ ContractorULB/ Contractor64

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) - EnvironmentMitigationMeasuresLandscape andAestheticsEcologicalbalanceLocationfuels andlubricants andwastematerials;(iii) workcamps(i) constructionsites;(ii) areas forstockpiles,storage offuels andlubricants andwastematerials;(iii) workcamps(i) constructionsiteResponsible forMitigationConstructionContractorConstructionContractorMonitoring of Mitigation(i) Waste Management Plan; (ii)complaints from sensitivereceptors; (iii) ULB/ Consultant toreport in writing that the necessaryenvironmental restoration workhas been adequately performedbefore acceptance of work.(i) Implementation of conservationplan – plantation of treesMethod ofMonitoring(i) Checking ofrecords;(ii) Visualinspection(i) Checking ofrecords;(ii) VisualinspectionIndicators/ Standards Frequency Responsible forMonitoring(iii) sound barriers installedwhere necessary(i) no accumulation of solidwastes on-site;(ii) implementation of WasteManagement Plan;(iii) complaints from sensitivereceptors satisfactorilyaddressed.(i) Conservation Action Plan forterrestrial and aquatic flora andfauna, (ii) complaints fromsensitive receptors/ authorityMonthlyQuarterlyULB/ ContractorULB/ ContractorAccessibilitySocio-Economic- IncomeSocio-Economic- Income(i) constructionsites;(ii) trafficroutesconstructionsitesconstructionsitesConstructionContractorConstructionContractorConstructionContractor(i) Traffic Management Plan; (ii)complaints from sensitivereceptors; (iii) number of signagesplaced at sub-project sites.(i) Complaints from sensitivereceptors; (ii) number ofwalkways, signages, and metalsheets placed at subproject sites.(i) Employment records; (ii)records of sources of materialsVisualinspectionVisualinspectionCheckingrecordsof(i) implementation of TrafficManagement Plan;(ii) complaints from sensitivereceptors satisfactorilyaddressed;(iii) signages visible and locatedin designated areas(i) Complaints from sensitivereceptors satisfactorilyaddressed;(ii) Walkways, ramps, and metalsheets provided; and(iii) signages visible and locatedin designated areasnumber of work force fromBadvelMonthlyQuarterlyQuarterlyULB/ ContractorULB/ ContractorULB/ Contractor65

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) - EnvironmentMitigationMeasuresOccupationalHealth andSafetyLocationconstructionsitesResponsible forMitigationConstructionContractorMonitoring of Mitigation(i) Site-specific Health and Safety(H and S) Plan;(ii) Equipped first-aid stations;(iii) Medical insurance coveragefor workers;(iv) Number of accidents;(v) Supplies of potable drinkingwater;(vi) Clean eating areas whereworkers are not exposed tohazardous or noxious substances;(vii) record of H and S orientationtrainings(viii) personal protectiveequipments availability; and(ix) % of moving equipmentoutfitted with audible back-upalarms;Method ofMonitoring(i) Checking ofrecords;(ii) visualinspectionIndicators/ Standards Frequency Responsible forMonitoring(i) implementation of H and S Quarterly ULB/ Contractorplan;(ii) number of work-relatedaccidents;(iii) % usage of personalprotective equipment;(iv) number of first-aid stations,frequency of potable waterdelivery, provision of cleaneating area, and number of signboards are according toapproved plan;(v) % of moving equipmentoutfitted with audible back-upalarmsCommunityHealthSafetyandconstructionsitesConstructionContractorTraffic PoliceWork Camps work camps ConstructionContractorChance FindsconstructionsitesConstructionContractor(i) Traffic Management Plan;(ii) complaints from sensitivereceptors(i) Complaints from sensitivereceptors; (ii) water and sanitationfacilities for employees; and (iii)Consultant report in writing thatthe camp has been vacated andrestored to pre-project conditionsVisualinspectionVisualinspectionrecords of chance finds checking ofrecords(i) implementation of TrafficManagement Plan;(ii) complaints from sensitivereceptors satisfactorilyaddressed(i) designated areas only;(ii) complaints from sensitivereceptors satisfactorilyaddressedImplementation of Chance FindsProtocolQuarterlyQuarterlyas neededULB/ ContractorULB/ ContractorULB/ Contractor66

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 8.3-3: Operation and Maintenance Environmental Monitoring ProgramMitigationMeasuresOccupational Healthand SafetyGeneralMaintenance work(pipe cleaning, declogging,pipereplacement, finalsludge disposal)Community Healthand SafetyLocationsubproject sitessubproject sitessubproject sitesResponsible forMitigationBadvel Municipalityand Oand M ContractorsBadvel Municipalityand Oand M ContractorsBadvel Municipalityand Oand M ContractorsAccessibility subproject sites Badvel Municipalityand Oand M ContractorsWater QualityAt WTP, intakelocation and fewsupply pointsSolid Wastes Near treatmentplantDisposallocationBadvel Municipalityand Oand M ContractorsBadvel Municipalityand Oand M ContractorsHazardous Wastes Treatment plant Badvel Municipalityand Oand M ContractorsAir EmissionsTreatment plantlocationBadvel Municipalityand Oand M ContractorsMonitoring ofMitigationcomplaints fromsensitive receptorscomplaints fromsensitive receptorscomplaints fromsensitive receptorscomplaints fromsensitive receptorsDrinking water qualityparameter: pH, totalmetals, chloride,fluoride, coliform,BODComplaints fromsensitive receptorsComplaints fromsensitive receptorsComplaints fromsensitive receptorsMethod ofMonitoringIndicators/Standards(i) records of training; complaints from sensitive(ii) H and S Plan and receptors satisfactorily addresseAC Management Planchecking of records complaints from sensitivereceptors satisfactorilyaddressedFrequencyas neededas neededResponsible forMonitoringULBULBchecking of records complaints from sensitive as needed ULBreceptors satisfactorilyaddressedchecking of records complaints from sensitive as needed ULBreceptors satisfactorilyaddressedSample collection and GOI Drinking Water Standards As needed ULBlaboratory analysesSample collection andlaboratory analyses(ii) Site checking(iii) Checking ofdocumentAir sample collectionand laboratory testingComplaints from sensitivereceptors satisfactorilyaddressedQuarterlyULBComplaints from sensitive Quarterly ULBreceptors satisfactorilyaddressed. Awareness andemergency training documentGOI air quality standard Quarterly ULB67

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) - Environment8.4 Environmental Management Plan CostsMost of the mitigation measures require the Construction Contractors to adopt good site practice, whichshould be part of their normal procedures already, so there are unlikely to be major costs associated withcompliance. Regardless of this, any costs of mitigation by the construction contractors or Consultant areincluded in the budgets for the civil works and do not need to be estimated separately here. Mitigation that isthe responsibility of ULB will be provided as part of their management of the project, so this also does notneed to be duplicated here.The remaining actions in the EMP are the various environmental monitoring activities to be conducted by theEnvironmental Monitoring Specialist. These have not been budgeted elsewhere, and their costs are shown inTable 30 and summary in Table 8.4-1. The figures show that the total cost of environmental managementand monitoring for the subproject as a whole is INR 1.165 million.Table 8.4-1: Environmental Budget for Environmental Management Measures – Midterm LevelSl.No.Items Unit Rate (Rs.) Quantity Total Cost(Rs.)Mitigation Cost- Construction phase1 Dust suppression by Sprinkling of water using Trip 800 500 400,000water tanker (capacity - 5000 litres) once/twice ina day2 Compensatory Plantation including maintenancefor No. 550 24 13,200three years. (Compensatory afforestation rate is1:3)=8x3 = 24 trees3 Provision forIron mesh type tree guards No. 600 24 14,4004 Buffer zone plantation in and around treatment plant site No 57500 1 57500(50 No. saplings with iron mesh type tree guard)including maintenance for three years).5 Miscellaneous – placement of safety signs and others - - - Covered inEngg cost.Sub Total – Mitigation Cost 485,100Monitoring Cost- Construction phase and Operation phase1 Construction phase Ambient Air Quality Monitoring at No. 5,000 72 360,000project locations At 9 locations (covering intake, WTP,SRs, Rising main &Distribution network) quarterly for aperiod of 2 years, 1day in each time (Total 9x2x4x1 = 72Samples)2 Construction phase Surface Water Quality Monitoring at No. 3,500 16 56,000intake location ( At 2 locations Quarterly for 2 yrs = 16samples)4 Construction phase Monitoring of Noise Level at No. 2,000 72 144,000construction locations. Quarterly for 2 years along withambient air quality5 Operation phase Water quality monitoring – Intake, WTPand supply Quarterly for 1 yr6 Operation phase Monitoring of Noise Level at intakepump house location (Quarterly for 1 yr = 4 samples)No. 3,500 16 56,000No. 2,000 4 8,000Sub Total- Monitoring 624,000N.B. No. of samples arrived is for estimate purpose. Actual no. will depend on site condition.68

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 8.4-2: Summary of Environmental Management and Monitoring Costs (INR)Item- Implementation of EMP Quantity Unit Cost Total Cost Allocation of Funds1. Survey and Monitoring Expenses- - - 560,000 Construction ContractorConstruction phase2. Survey and Monitoring Expenses- - - 64,000 Construction Contractoroperation phase3. Environmental mitigation measures - - 485,100 Construction Contractorincluding buffer zone plantation at watertreatment plantTotal Cost 11,09,100Contingency @ 5% 55,455GRAND TOTAL 11,64,555EMP = Environmental Management Plan.9 FINDINGS AND RECOMMENDATIONSThe process described in this document has assessed the environmental impacts of all elements of theinfrastructure proposed under the Badvel Water Supply project. Potential negative impacts were identified inrelation to both construction and operation of the improved infrastructure. Mitigation measures have beendeveloped in generic way to reduce all negative impacts to acceptable levels. These were discussed withspecialists responsible for the engineering aspects, and as a result some measures have already beenincluded in the outline designs for the infrastructure. This means that the number of impacts and theirsignificance has already been reduced by amending the design.Regardless of these and various other actions taken during the Environmental Assessment process and indeveloping the project, there will still be impacts on the environment when the infrastructure is built and whenit is operating. This is mainly because of the invasive nature of trenching and other excavation; because thedistribution network is located within the town where there are moderately populated areas.During the construction phase, impacts mainly arise from the need to dispose of large quantities of wastesoil, and import a similar amount of sand to support the pipes in the trenches; and from the disturbance ofresidents, businesses, traffic and important buildings by the construction work. These are common impactsof construction in urban areas, and there are well developed methods for their mitigation.One field in which impacts are much less routine is archaeology, and here a series of specific measureshave been developed to avoid damaging important remains.There were limited opportunities to provide environmental enhancements, but certain measures wereincluded. For example it is proposed that the project will employ in the workforce people who live in thevicinity of construction sites to provide them with a short-term economic gain; and ensure that peopleemployed in the longer term to maintain and operate the new facilities are residents of nearby communities.Once the system is operating, most facilities (Intake, WTP) will operate with routine maintenance, whichshould not affect the environment. Leaks in the distribution network will need to be repaired from time totime, but environmental impacts will be much less than those of the construction period as the work will beinfrequent, affecting small areas only. It will also be conducted in areas that have already been excavated.The main impacts of the operating water supply system will be beneficial as the citizens of Badvel will beprovided with a constant supply of water, which will serve a greater proportion of the population, includingslum-dwellers. This will improve the quality of life of people as well as benefiting both individual and publichealth as the improvements in hygiene should reduce the incidence of disease associated with poorsanitation. This should lead to economic gains as people will be away from work less and will spend less onhealthcare, so their incomes should increase.Mitigation will be assured by a program of environmental monitoring conducted during construction andoperation to ensure that all measures are implemented, and to determine whether the environment isprotected as intended. This will include observations on- and off-site, document checks, and interviews with69

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) - Environmentworkers and beneficiaries, and any requirements for remedial action will be reported to the ULB. There willalso be longer-term surveys to monitor the expected improvements in the quality of domestic water and thehealth of the population.Finally, stakeholders were involved in developing the EA through face-to-face discussions on site and a largepublic meeting held in the town, after which views expressed were incorporated into the EnvironmentalAssessment and the planning and development of the project. The hard copy of EA for the sub-project will bemade available to public at ULB as well as at CDMA-MSU for public reference and will be disclosed to awider audience in the apmdp website www.apmdp.gov.in.10 CONCLUSIONSThe subproject is unlikely to cause significant adverse impacts. The potential adverse impacts that areassociated with design, construction, and operation can be mitigated to standard levels without difficultythrough proper engineering design and the incorporation or application of recommended mitigationmeasures and procedures.70

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) - EnvironmentANNEXURE 1PHOTO ILLUSTRATION OF DIFFERENT PROJECT COMPONENTS IN BADVELPhoto 1: SPVBR (BrahmasagarReservoir)- Proposed water intake sitePhoto 2: Proposed location of Watertreatment plantPhoto 3: Proposed Water rising mainroutePhoto 4: Proposed Water rising mainroute through villagePhoto 5: Proposed Water rising mainroute near religious placePhoto 6: Stakeholder consultationmeeting at BadvelPLATE 171

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) - EnvironmentPhoto 7: Stakeholder consultationmeeting at BadvelPhoto 8: Stakeholder consultationmeeting at BadvelPhoto 9: Proposed location of ElevatedStorage ReservoirPhoto 10: Proposed location of ElevatedStorage ReservoirPhoto 11: Water distribution networkinglocation within the Badvel TownPhoto 12: Water distribution networkinglocation within Badvel townPLATE 272

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) - EnvironmentANNEXURE 4Air Quality, Noise Monitoring and Water Quality Data of SPVBR and Bore WellsAir quality at Intake, WTP, Pump house locations–(Badvel)73

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) - Environment74

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) - Environment75

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) - Environment76

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) - Environment77

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) - Environment78

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) - Environment79

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) - Environment80

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) - Environment81

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) - Environment82

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) - EnvironmentDRINKING WATER QUALITY STANDARD – BIS-10500ParametersDesired Limit for Permissible Limit forSl. No.DrinkingDrinking1 Appearance - -2 Turbidity (NTU) 5.0 10.03 Odour Agreeable Agreeable4 PH Value at 25 o C 6.5 – 8.5 6.5 – 8.55 E.C. at 25 o C in ms/cm - -6 TDS in mg/l 500.0 2000.07 Total Alkalinity in mg/l as CaCO 3 200.0 600.08 Hardness in mg/l as CaCO 3 300.0 600.09 Chlorides as in mg/l as Cl 250.0 1000.010 Fluorides in mg/l as F 1.0 1.511 Nitrates in mg/l as NO 3 45.0 100.012 Nitrites in mg/l as NO 2 - -13 Sulphates in mg/l as SO 4 200.0 400.014 Calcium in mg/l as Ca 75.0 200.015 Magnesium in mg/l as Mg 30.0 100.016 Phosphate in mg/l as PO 4 - -17 LEAD in mg/l 0.05 0.0518 DO in mg/l ≥6.0 ≥6.019 COD in mg/l - -20 BOD in mg/l - -21 Residual chlorine in mg/l 0.2 -22 MPN of Coilform Bacteria - Nil23 MPN of E.Coil - Nil83

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 - EnvironmentSAMPLING AND ANALYSIS METHODOLOGY – AIR & WATERType of Samples Parameters Reference MethodologyAmbient AirSuspended ParticulateMatter (SPM)IS: 5182(Part-4),2001 Gravimetric method by usingRespirable Dust SamplerRespirable Suspended IS: 5182(Part-23),2001 Gravimetric method by usingParticulate Matter (RSPM)Respirable Dust SamplerSulphur Dioxide (SO 2) IS: 5182(Part-2),2001 Collection of air sample by usingRespirable Dust Sampler with gasdissolve attachmentWest & Gacke method by usingSpectrophotometerNitrogen Oxide (NO 2) IS: 5182(Part-VI),2001 Collection of air sample by usingRespirable Dust Sampler with gasdissolve attachmentJacobs & Hochheiser method by usingSpectrophotometerCarbon Monoxide (CO) IS: 5182(Part-X),2001 Indicator Tube MethodSurface andground waterTurbidity APHA 21 st Edition 2005 Nephelometric method by usingNephelo Turbidity MeterpH APHA 21 st Edition 2005 Electrometric method by using pHmeterElectrical Conductivity (E.C.) APHA 21 st Edition 2005 Laboratory method by usingConductivity MeterTotal Dissolved Solid (TDS) APHA 21 st Edition 2005 Gravimetric methodTotal Alkalinity APHA 21 st Edition 2005 Titration methodTotal Hardness APHA 21 st Edition 2005 EDTA methodChlorides APHA 21 st Edition 2005 Argentometric methodFluorides APHA 21 st Edition 2005 SPADNS method by using Distillationset and SpectrophotometerNitrates APHA 21 st Edition 2005 Phenol disulphonic acid method bySpectrophotometerNitrites APHA 21 st Edition 2005 Titrametric methodSulphates APHA 21 st Edition 2005 Turbidimetric Method by usingSpectrophotometerCalcium APHA 21 st Edition 2005 EDTA methodMagnesium APHA 21 st Edition 2005 EDTA method, By calculationPhosphate APHA 21 st Edition 2005 Stannous Chloride Method by usingSpectrophotometerLead APHA 21 st Edition 2005 Direct Air Acetylene Flame method byusing Atomic AbsorptionSpectrophotometerDissolved Oxygen (DO) APHA 21 st Edition 2005 Alsterberg (Azide) ModificationChemical Oxygen Demand(COD)APHA 21 st Edition 2005Open Reflux Method by using RefluxSystemBiochemical Oxygendemand (BOD)APHA 21 st Edition 2005IS 3025 (Part 44) 1993 &CPCB Standards- 1997Incubation method by using BODIncubatorResidual Chlorine APHA 21 st Edition 2005 Iodometric MethodMPN of Coilform Bacteria IS: 1622:1981( Reaff 2003)Growth, Incubation and count throughmicroscopeMPN of E.Coli IS: 1622:1981 (Reaff 2003) Growth, Incubation and count throughmicroscopeKlebsiella group IS: 1622:1981 (Reaff 2003) Growth, Incubation and count throughmicroscope84

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 - EnvironmentANNEXURE 5Environmental Features in and around project componentsSr.No.Work component Function / Description Existing landstatus1 Intake Intake of water for treatmentand supply to entire Badvel:Sri Pothuluri VeeraBrahmendra Swami BalancingReservoir (SPVBR) is theintake. The water from thereservoir will be drawn byconstructing an Intakestructure near the saddle dam.The reservoir is located at adistance of about 35 Km fromthe Badvel town.2 Water TreatmentPlantTreatment of raw water fromreservoir - It is proposed toconstruct now a plant of 9MLD which will meet therequirements upto 2026 with25% overloading. Another unitof 9 MLD will be constructed tomeet the ultimate demand(2040). The WTP will belocated on the hillock adjacentto the SPVBR.3 Rising main Main pipe line from watertreatment plant to differentELSR through gravity: Totallength of Rising Main approx.42 Km. Up to town. The waterfrom the WTP will flow bygravity to the different ELSRsto be constructed in differentplaces in the town.Govt.AndhraPradeshGovt.AndhraPradeshofofAlong the road– Govt ROWEnvironmentalfeaturesOpen land withfew scrubsOpen grass landwith few scrubsMostly open,agricultural andfallow land. Fewtrees along therising mainRemarks- Feasible(Yes/No)Yes – no problem,environmentally feasible.Only during constructionandoperationenvironmental mitigationmeasures is required asper EMPYes – no problem,environmentally feasible.Only during constructionandoperationenvironmental mitigationmeasures is required asper EMPYes – no problem,environmentally feasible.Few tree cutting will berequired which will becompensated as perAndhra Pradesh Water,Land and Tree Act, 2002.85

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 - EnvironmentENVIRONMENTAL FEATURE IN AND AROUND WATER STORAGE RESERVOIRSlNoLocation of ELSR inBadvel1 ELSR InsideMunicipal officecompoundPresent landuse at proposedELSR siteSurplus landinside officecompoundLandOwnershipMunicipallandTreeavailable/need to cutMajor cutting& fillingrequirementPlanelandAbovehillockErodedland/chance oferosionLocatednearresidentialareaWaterbodyexistingnearbyNearby school,hospital, religiousplace, parkpresentNR Not required Yes No No Yes No No2 ELSR By the side ofthe existing 200 KLELSR at GandhiNagar3 By the side of Kotastreet4 By the side ofexisting 150 KLGLSR at SundharaihNagar5 ELSR Near 150 KLELSR at MarutammaNagar6 Near 60 KL GLSR atChemuduru7 By the side ofexisting ELSR/demolishing existingELSR at ValuruVaripalleOpen land Govt. land NR Not required Yes No No Yes No CourtOld PanchyatofficeOpen landMunicipallandMunicipallandNR Not required Yes No No Yes No NoNR Not required Yes Hillock No Yes No NoOpen land Govt. land NR Not required Yes HighgroundNo Yes No CollegeOpen land Govt. land NR Not required Yes Hillock No Yes No ChurchReservoir siteMunicipallandNR Not required Yes No No Yes No No86

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 - EnvironmentANNEXURE 6CENTRAL POLLUTION CONTROL BOARD (CPCB)APPLICABLE ENVIRONMENTAL STANDARDSGeneral Standards for Discharge of Environmental Pollutants: EffluentsSL.no Parameter StandardsInland surfacewaterPublicsewersLand ofirrigation(a) (b) (c) (d)Marine/coastal areas1. Colour and odour remove as far as practicable2. Suspended solids mg/l. 100 600 200 (a) For process waste water100max.(b) For cooling water effluent10% above total suspendedmatter of influent.3. Particle size of suspendedsolidsshall pass 850micron IS Sieve4. pH value 5.5. to 9.0 5.5 to 9.0 5.5 to 9.0 5.5 to 9.05. Temperature shall notexceed50C above thereceiving watertemperature(a)Floatable solids, max. 3mm.(b)Settable solids (max 850micron)shall not exceed 50C above thereceiving water temperature6. Oil and grease, mg./l, max. 10 20 10 207. Total residual chlorine,mg/l. max.1.0 1.08. Ammonical nitrogen (as N.)mg/l max9. Total Kjeldahl Nitrogen (asNH3)mg/l. max10. Free ammonia (as NH3),mg/l.max11. Biochemical oxygendemand (3 days at 270C),mg/l. max.12. Chemical oxygen demand,mg/l, max.50 50 50100 1005.0 5.030 350 100 100250 25013. Arsenic (as As) mg/l, max. 0.2 0.2 0.214. Mercury (As Hg), mg/l,max.0.20.01 0.01 0.0115. Lead (as Pb) mg/l, max 0.1 1.0 2.016. Cadmium (as Cd) mg/l.max17. Hexavalent chro- mium (asCr. +6). mg/l, max18. Total Chromium (as Cr)mg/l, max2.0 1.0 2.00.1 2.0 1.02.0 2.0 2.087

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 - EnvironmentSL.no Parameter StandardsInland surfacewaterPublicsewersLand ofirrigationMarine/coastal areas19. Copper (as Cu) mg/l, max 3.0 3.0 3.020. Zinc (as Zn) mg/l, max 5.0 15 1521. Selenium (as Se) mg/l, max 0.05 0.05 0.0522. Nickel (as Ni) mg/l, max 3.0 3.0 5.023. Cyanide (as CN) mg/l, max 0.2 2.0 0.2 0.224. Fluoride (as F) mg/l, max 2.0 15 1525. Dissolved phosphates (as 5.0P) mg/l, max26. Sulfide (as S) mg/l, max 2.0 5.027. Phenolic compounds (asC6H5OH) mg/l, max1.0 5.0 5.028. Radioactive materials:(a)Alfaemittersmicrocurie/ml, max.(b)Beta emitters microcurie/ml,max.10-710-610-710-610-810-710-710-629. Bio-assay test 90% Survival offish after 96hours in 100%effluent90%survival offish after 96hours in100%effluent90% survivalof fish after96 hours in100%effluent90% survival of fish after 96hours in 100% effluent30. Manganese (as Mn) 2 mg/l 2 mg/l 2 mg/l31. Iron (as Fe) 3 mg/l 3 mg/l 3 mg/l32. Vanadium (as V) 0.2 mg/l 0.2 mg/l 0.2 mg/l33. Nitrate Nitrogen 10 mg/l 20 mg/lThese standards shall be applicable for industries, operations or process other than those industriesoperations or process for which standards have been specified in schedule of the Environment ProtectionRules, 198988

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 - EnvironmentCPCB PRIMARY WATER QUALITY CRITERIADesignated-Best-Use Class of Water CriteriaDrinking Water Source without A Total Coliform Organisms: MPN # 50 per 100Mlconventional treatment but after6.5 # pH # 8.5disinfectionDissolved Oxygen: ∃6 mg/LBiochemical Oxygen Demand (5 days @ 20oC): # 2 mg/LOutdoor bathing (organized) B Total Coliform Organisms: MPN # 500 per 100mL6.5 # pH # 8.5Dissolved Oxygen: ∃5 mg/LBiochemical Oxygen Demand (5 days @ 20oC): # 3 mg/LDrinking water sources afterconventional treatment anddisinfectionCTotal Coliform Organisms: MPN # 5000 per 100mL6 # pH # 9Dissolved Oxygen: ∃4 mg/LBiochemical Oxygen Demand (5 days @ 20oC): # 3 mg/LPropagation of wildlife and fisheries D 6.5 # pH # 8.5Dissolved Oxygen: ∃4 mg/LFree ammonia (as N): # 1.2 mg/LIrrigation, industrial cooling,controlled waste disposalE # pH # 8.5Electrical conductivity at 25oC: #2250 micro mhos/cmSodium absorption ratio: Max 26Boron: Max 2 mg/LIndian Standards for Drinking Water - Specification (BIS 10500: 1991)Sl.No Substance or Characteristic Requirement (DesirableLimit)89Permissible Limit in theabsence of AlternatesourceEssential characteristics1. Colour, ( Hazen units, Max ) 5 252. Odour Unobjectonable Unobjectionable3. Taste Agreeable Agreeable4. Turbidity ( NTU, Max) 5 105. pH Value 6.5 to 8.5 No Relaxation6. Total Hardness (as CaCo3) mg/lit.,Max 300 6007. Iron (as Fe) mg/l ,Max 0.3 1.08. Chlorides (as Cl) mg/l ,Max. 250 10009. Residual, free chlorine, mg/lit, Min 0.2 --Desirable Characteristics10. Dissolved solids mg/l, Max 500 200011. Calcium (as Ca) mg/l, Max 75 20012. Magnesium (as Mg) mgit, Max. 30 10013. Copper (as Cu) mg/l, Max 0.05 1.514. Manganese (as Mn) mg/l ,Max 0.10 0.315. Sulfate (as SO4) mg/l, Max 200 40016. Nitrate (as NO3) mg/l, Max 45 10017. Fluoride (as F) mg/l, Max 1.0 1.518. Phenolic Compounds (as C 6 H5OH) 0.001 0.002mg/l, Max.19. Mercury (as Hg)mg/l, Max 0.001 No relaxation20. Cadmiun (as Cd)mg/l, Max 0.01 No relaxation21. Selenium (as Se)mg/l,Max 0.01 No relaxation22. Arsenic (as As) mg/l, Max 0.05 No relaxation23. Cyanide (as CN) mg/l, Max 0.05 No relaxation

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 - EnvironmentSl.No Substance or Characteristic Requirement (DesirableLimit)24. Lead (as Pb) mg/l, Max 0.05 No relaxation25. Zinc (as Zn) mg/l, Max 5 1526. Anionic detergents (as MBAS) mg/l, 0.2 1.0Max27. Chromium (as Cr6+) mg/l, Max 0.05 No relaxation28. Polynuclear aromatic hydro carbons -- --(as PAH) g/l, Max29. Mineral Oil mg/l, Max 0.01 0.0330. Pesticides mg/l, Max Absent 0.00131 Radioactive Materialsi. Alpha emitters Bq/l, Max -- 0.1ii. Beta emitters pci/l,Max -- 1.032 Alkalinity mg/l. Max 200 60033 Aluminium (as Al) mg/l,Max 0.03 0.234 Boron mg/l, Max 1 5Permissible Limit in theabsence of Alternatesource90

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 - EnvironmentANNEXURE 7Focus Group Public Consultation Local Level- ENVIRONMENTSubproject-: Water Supply (Badvel)Issues discussed Awareness and extent of the project and development components Benefits of Project for the economic and social Upliftment of Community Labour availability in the Project area or requirement of outside labour involvement Local disturbances due to Project Construction Work Necessity of tree felling etc. at project sites Water logging and drainage problem if any Drinking water problem Forest and sensitive area nearby the project site Movement of wild animal if any Other problems, encountered, if anyArea: Main Road and different location of water tanks- Gandhinagar, Sundharaih Nagar, Ashok Nagar,Pusalavada, Anjaniya Nagar, Sumitra NagarDate: 28.08.2010, 08.11.2010, 30.12.2010, 03.01.2010, 08.01.2011 and 09.01.2011Table: Issues of the Public ConsultationSr.No.Key Issues/Demands Perception of community Action to beTaken1 Awareness of50% of the local population havetheproject – awareness of the projectincludingcoverage area2 In what way they mayassociatewiththeprojectAt the construction phase some people canwork as labourers3 Presence of any forest,wild life or There is no forest nearby the project areaany sensitive/ uniqueenvironmentalcomponents nearbytheproject area4 Presence of historical/ cultural/ No, only some temples or other religiousreligious sitesnearby places are located in nearby projectlocations5 Unfavourableclimaticcondition Summer is very hot - difficult to workduring summer6 Occurrence of flood No such case is reported7 Drainage and sewerageproblemfacingThere is no as such drainage problemduring heavy rainfall.8 Present drinking waterproblem –quantity andqualityInsufficient quantity of water is available infew of the areas. Most of the area watersupply systems not exist.Presence of fluoride is reported in Badvel9 Present solid wastecollection Frequency for collection of solid waste isand disposalproblemnot sufficient10 Availability of labour Yes, labours are easily available in theduring construction timenearby villages11 Access road to projectSite Yes. Bitumen road existing near projectsite12 Perception of Not required for the project. If required Plantation of 3 trees against91

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 - EnvironmentSr.No.Key Issues/Demands Perception of community Action to beTakenlocalsontreefellingandafforestation along rising main route proper each cut will be considered ascompensation is neededper EMP13 Dust andnoisepollutionand Request for arresting of dust and protection Protection will be considered asdisturbances duringconstruction of habitation from noise pollutionper project EMPwork14 Setting up worker camp site withinthe village/project localityProject area is having sufficient space forworkers camp. Local residents will help tofind out suitable location15 Safety ofresidents duringconstruction phase and plyingofvehicle for constructionactivities16 Conflict amongbeneficiariesdownstream users – watersupplyproject using ofreservoir water17 Requirement ofenhancementof otherfacilitiesNo habitation near the project areaparticularly intake site and water treatmentplant. But near overhead storage reservoir,water distribution network sites habitationexistWater Source (Reservoir) is sufficient forintake of water without any conflictRequirement of improvement of drainageand sewerage project at Badvel townHealth and safety issues will betake into consideration duringconstructionNAME AND POSITION OF PERSONS CONSULTED:Discussion was held with local people in and around project sitesMr. B. Srinivasalu, Labour; Mr. Ramana, Labour; Mr. K. Vijaybhaskar, Businessman; Mr. M. Govindoiah,Office staff; Mr. M. Srinivasalu, Office clark; Mr. B. Krishnaiaha, Agriculturist; Mr. B. Hariprasad,Photographer; Mr. D. Venkataramma, Driver; Mr. C. H. Ganesh, Driver; Mr. D. Sridhar, Teacher; Mr. B.Ramkrishna Reddy, Lecturer; Mr. A. Lakshmi Reddy, Contractor; Mr. K. Bhaskar; Income Tax Officer; Mr. S.Rahamtulla, Contractor; Mr. G. Narashima, Reporter; Mr. P.V. S. Reddy, Hotel business; Mr. S. SrenivasMurthy, Lecturer; Mr. K. Ramayya, Teacher; Mr. P. Chandrasekhar, Bank Accountant, Mr. K. Rahul, Student;Ms. K. Rani, Student; Ms. Y. Sankaramma, House wife; Ms. N. Santhi, Shop owner; Mr. L. Raj, Press owner;Mr. Y. Narasimmalu , Masson; Ms. B. Ramadevi, House wife; Mr. P. Ramesh, Student; Ms. K. Manjula,Student; Ms. K. Benlah, House wife; Mr. R. Bhaskar, Doctor; Ms. E. Laksmidevi, Tailor; Ms. K. Sankaramma,Farmer; Mr. C. Sunara Reddy, Farmer; Mr. M. Pullaiaha, Driver; Mr. G. Rayudu, RMP; Mr. M. Subbayaddu,Rtd Head Master; Mr. P. Narayana, Teacher; Ms. S. Ranijaleo, House wife; Ms. S. Habeb, Tailor; Ms. G.Nirmala, Labour; Ms. S. Bali, House wife; Ms. S. Faatimalea, Hotel Owner; Mr. S. Nagaiaha, Farmer; Mr. S.Mahammadali, Shop owner; Mr. S. Fayaz, Labour; Ms. D. Chennamma, House wife; Mr. N. LaksmiNarashima, Labour; and Mr. P. Subbamma, BusinessSummary of outcome:There is intake point planned at Brahmasagar reservoir, outside the town. On an average 50% of the localpopulation have awareness on project activity. In overall, people are facing problem in terms of quality andquantity of water. People expect much more from this project for future supply of good quality water from thisproject. No Environmental issue may arise here for the project except temporary disturbances like dustpollution, transportation problem. People wish to associate with the project and cooperate in all aspects.92

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 - EnvironmentANNEXURE 8Stakeholder consultationFORMAT FOR RECORDING CONSULTATIONSDistrict: Kadapa/ YSR Date: 27.08.2010Locality: Badvel Time: 11-00 AMMunicipality: Badvel Venue: Municipality meeting Hall BadvelSub-project:ComprehensivePlanning of WaterSupply ServiceImprovements inBadvelDuration:3 hrs1.Sub-project DescriptionThe Government of Andhra Pradesh (GoAP) has received a loan from World Bank to improve the servicesand support improvements in the financial, technical and management capacities of ULBs to sustain theinfrastructures being created to ensure the desired level of water supply. Accordingly comprehensiveplanning of water supply service improvement is being considered for Badvel Municipality in Kadapa/YSRdistrict. Within this overall objective the main objectives are:• Assessing the status of existing water supply in the above ULBs• Develop an action plan to improve the system performance immediately, also in short, medium andlong term basis.• Preparation of a DPR• Preparation of Capacity Enhancement Action Plan (CEAP)• Assessment of Leakage in the systemAfter assessing the present situation and projected requirement, upto feasibility stage following physicalworking components are emerges under the said sub-project ,• Source of water and Intake structure: FromSri Pothuluri Veera Brahmendra Swami Balancing Reservoir(SPVBR) has been selected as the source of water. Intake will be constructed on SPVBR• WTP: It is proposed to construct a Water Treatment Plant of 9 MLD (two modules of 6 MLD) for Midtermperiod (2026) and 18 MLD WTP by constructing additional one module of 9 MLD for meeting the ultimatedemand (2040). The WTP will be located on the hillock adjacent to the SPVBR.• Rising Main:The rising main from the WTP will pass along the hill slope to meet the existing road at a point ofabout 4 Km from B. Mattam village. It will then follow the same road and come to its junction with theMydukuru Road. From there it will follow the Highway and supply water to different ELSRs.• Distribution System: Replacement of distribution pipeline is planned to meet the requirement for the year2040. Approximate length of distribution network is 125 km.• ELSR:Seven new ELSRs will be constructed. The land either belongs to the Municipality or to Government andno acquisition is necessary.93

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 - Environment2. Issues raised by the community and responses providedSl.No. Key Issues Identified Response by the Urban Local BodyTechnical Issue :Use of surface The Chairman and the Commissioner fully endorsed the1water as source for new PWS views expressed by the participants. They also recommendedscheme to prevent water borne to the use of SPVBR water as the source of water.diseases2345Technical Issue: Entire areaincluding distant villages and slumsto be covered by the new PWSscheme.Technical Issue: All old pipelinesare to be replaced by new pipes toprevent frequent leakages in thedistribution system.Common Technical &Environmental Issue: Thedistribution lines laid in the old townare more than 30 yrs. old there is aneeds to lay new distribution lines inthat areaCommon Technical &Environmental Issue- Publicdisturbance during projectimplementationThe Chairman and the Commissioner fully endorsed theviews expressed by the participants.The Chairman and the Commissioner fully endorsed theviews expressed by the participants.Will be considered as per suggestion.Proper disposal of old pipes and plan the constructionprogram to keep the cessation of water supplies to theminimum possible or arrangement of alternate water supplyULB agreed for implementation of traffic management plan(during construction) as per design and accordingly themitigation measures will be considered in environmentalassessment report678910111213141516Environmental Issue - Presence oftrees at different project locations –necessity of tree felling andcompensation should be taken intoconsiderationEnvironmental Issue – Applicableenvironmentalrulesregulationrelated to the projectEnvironmental Issue – Generationof dust and other pollutants duringproject implementationEnvironmental Issue - Presence offluoride in drinking water andimprovement of water quality afterimplementation of the new projectEnvironmental Issue – Presence ofany sensitive areas like forest area,religious places, institutions andprotection during implementation ofthe projectEnvironmental Issue- Applicationof mitigation measures for protectionof air, noise and water environmentSocial issue - Saving of waterEnvironmental & Social issue -Water borne diseasesTechnical and Social issue - Microlevel planningTechnical & social issue - Regularmaintenance of systemEnvironmental and Social issue -Potential impact on peopleDuring selection of locations of different project componentslike – distribution network, storage reservoirs this issues willbe considered. In case of any tree felling compensation willbe planned.Will be studied before preparation of environmental reportEnvironmental report will be prepared considering protectionof environment like dust suppression and pollution reductionIn present project supply of drinking water from surface watersource planned. Quality of surface water more or less suitablefor consumption after treatmentProject will be planned in such a way to avoid any sensitivereceptors. All project locations will be screened during fieldvisit. No religious site will be affectedDefinitely considered in environmental management plan inenvironment reportThe ULB fully endorsed the views expressed by theparticipants.The executive officer also expressed his concern about waterborne diseases.The Chairman and the Commissioner fully approved theviews expressed by the participants.The ULB fully approved the views expressed by theparticipants.The municipal authority had taken step to make theparticipants under the Project strategy and mitigationmeasures.94

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 - Environment3. Follow up Action RequiredKey Issue 1Key Issue 2Key Issue 3Key Issue 4New sustainable surface water source has been identified and the new scheme has beenframed with surface water of SPVBR.Entire town will be covered by the new distribution system. Steps has been taken to utilize theexisting reservoirs to the extent it is feasible to reduce the cost of project. However, in onecase minimum terminal pressure of 7 m cannot be maintained due to low staging of existingreservoir.The entire distribution system including the house connections will be replaced by new pipesto reduce the NRW within the permissible limit. The existing network of small hamlets will beutilized.Mitigation measures and action plan will be considered accordinglyKey Issue 5Key Issue 6Key Issue 7Key Issue 8Key Issue 9Key Issue 10Key Issue 11Key Issue 12Key Issue 13Key Issue 14Key Issue 15Key Issue 16Suggestive measures will be reflected in environment assessment report. Areas will beidentified as per design and transport plan will be develop before implementation of theprojectDuring screening of project locations issues on protection of biological environment like noncutting of trees through alternative site selections.Project components will be screened through related environmental rules regulationassociated with water supply projectDuring feasibility study degree of impact dust to generation of emission and dust will beassessedDuring feasibility study of the project water quality testing for source water will the taken carePresence of sensitive areas (if any) within the project location will be studied and listed duringfeasibility studyDuring feasibility base line data (air, water, noise) generation at project locations will beconsidered and accordingly during detail environmental assessment (DPR stage) mitigationmeasures will be framed after assessing the impact of project implementation on base lineenvironmentLeak detection and repairing as well as public awarenessSupply of treated water will be taken up under the schemePublic involvement and creation of users’ groupsStrengthen maintenance teamMaking people aware of the Project strategy through public consultation4. Follow up Action TakenKey Issue 1Key Issue 2Key Issue 3Key Issue 4Key Issue 5Key Issue 6Key Issue 7Key Issue 8Key Issue 9Plan shown in concept and feasibility reportPlan shown in concept and feasibility reportPlan shown in concept and feasibility reportMitigation measures will be framed during detail environmental assessment studySelection of methodology and development of transport management plan beforeimplementation of the project – mentioned in feasibility report and will be shown in detail inlimited Environmental Assessment studyFor minimizing impact on biological environment alignment and project locations have beenselected. Impacted trees are listed& mitigation measures will be plannedApplicable national and state rules regulations listed and requirement of permission (as perrules and working components) depicted in feasibility reportAir quality monitoring has been done and accordingly mitigation measures will be suggestedduring limited EA studyWater quality testing done and shown in feasibility report. Routine monitoring of supply waterwill be considered during operation phase95

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 - EnvironmentKey Issue 10Key Issue 11Key Issue 12Key Issue 13Key Issue 14Key Issue 15Key issue 16Sensitive areas listing and screening of different locations of project components studied inrespect to presence of sensitive areasData generation conducted, analyzed and presented in feasibility studyAn upgraded system is under planningThe systems for water treatment is under planningPublic consultation is in the process; community involvement is under planningStrengthening of maintenance team is under planningPublic consultation in the process96

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 - EnvironmentANNEXURE 9 – MINUTES OF STAKEHOLDERS MEETING IN BADVELSTAKE HOLDERS MEETING ON COMPREHENSIVE PLANNING OF WATER SUPPLYSERVICE IMPROVEMENTS IN BADEL MUNICIPALITYFEASIBILITY & CONCEPTDate: September27 th ,2010Venue: Municipality Hall BadvelProceedings of the MeetingTime:11.00 A.MDr. B. Muneiah, Chairperson Badvel Municipality inaugurated andchaired the session of stake holder consultation and he has given abrief introduction on the present project “Comprehensive Planning ofWater Supply Service Improvements in Badvel” funded by World BankMr. T. Mohan, SE (PH) explaining need of the project at Badvel andassure consultant on all sort of help from Public Health EngineeringDept. for designing and implementation of the project.Mr. P. Mitra, Team Leader of Poyry Environment (Consultant of theproject) explaining the concept plan on water supply scheme atBadvel and pointed out different options related to water supplyscheme.Dr. R. Raychaudhuri, Social and Resettlement Expert of PoyryEnvironment (Consultant of the project) explaining the social issues ofthe project and methodology to be adopted during feasibility and detailstage of the project.97

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 - EnvironmentDr. A. Mitra, Environmental Expert of Poyry Environment (Consultantof the project) explained the Environmental issues of the project andmethodology to be followed during feasibility and detail stage of theproject. He also pointed out possible impacts and requirement ofmitigation measures during implementation of the project.Mr. Shake Mohammed, Rtd. Head Master expressed happiness overthe proposed water supply project funded by World Bank. Herequested the authorities to complete the project as soon as possiblewithout damaging the property of common people in the constructingarea of water project.Mr. B. Gurumurthy, B. C. Sangam Working President informed thatpeople of Badvel municipality are suffering from fluoridecontamination of ground water. Establishing drinking water projectthrough World Bank fund is very much helpful for people of Badvelmunicipality. He expressed that drinking water project may beexecuted without any burden during construction.Mr. Swarna Prasad, Town Development Society mentioned thatestablishing drinking water project with the funds of World Bank islifelong solution for pure and good drinking water facilities. He assuredall sort of co-operation for implementation of the project.Ms. Vasantha Kumari, Mandal Education Officer informed herhappiness for implementation of Badvel water supply project as a partof APMDP funded by World Bank. She requested the consultant tocomplete the project at earliest.Mr. C. Chennaiah, 7 th Ward Member informed that Badvel Municipalityis backward in the region of Rayalaseema. In this stage starting ofAPMDP is very important. They will help the municipality to completethe project as soon as possible98

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 - EnvironmentS. Venkata Subbaiah, CPI Leader happily informed that water supplyproject funded by World Bank at Badvel municipality is very important.He informed that some of the villages (Vallelavaripalle,Bovillavaripalle) in Badvel Municipality are suffering from drinkingwater problem and requested project authority to supply water to themfrom Brahma Sagar.Mr. T. Venkata Subbaiah, 17 th Ward Member his happiness that Govt.choose Badvel municipality among the other municipality forimplementation of world bank funded project in the region ofRayalaseema development. They will help for implementation of theproject and remove all hurdles.Mr. Srujan Kumar local resident informed that implementation ofdrinking water supply project at Badvel Municipality is very important.He pointed out that for the last few years people of Badvel aresuffering from water borne disease and after implementation of theproject it is expected that water borne diseases will be stopped. Herequested project authority to complete the project at earliest.Mr. Vinayakam, Badvel Tahasilder pointed out that BadvelMunicipality is suffering from drinking water problem and he is happyto inform that they will provide all sort of technical help uptocompletion of the project.99

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 - EnvironmentMr. L. V. Prasad, Gopavara Tahasildar expressed his happiness forgetting drinking water from Brahmasagar with the funds of WorldBank. He pointed out that they will provide places for construction ofoverhead tanks through revenue dept. He requested municipality tocomplete the project at earliest.Mr. Ramesh Babu, 2 nd ward Member assured all sort of help forcompletion of the project as soon as possible. He expressed hishappiness for taking up such important water supply project at BadvelMr. Prakash, Retired Head Master informed that water problemincreased day by day in Badvel and in this situation World Bankfunded project in Badvel is very important. He requested projectauthority to complete the project as soon as possible.Mr. P. C. Alexandar, local resident thanks the project authority forimplementation of World Bank funded water supply project in theBadvel Municipality. He expressed that he is very much happy if theproject is finished at earliest.Mr. K.Y.R. Raju, Municipal Commissioner expressed his happiness forimplementation of the World Bank funded water supply project inBadvel Municipality. He informed to all the delegates that Municipalitywill implement the project at earliest.100

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 - EnvironmentANNEXURE 10 – ATTENDANCE SHEETS OF STAKEHOLDERS MEETING IN BADVEL101

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 - Environment102

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 - Environment103

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 - EnvironmentANNEXURE 11 – NEWSPAPER CLIPPINGS104

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 - EnvironmentANNEXURE 12SAMPLE GRIEVANCE REGISTRATION FORMThe _____________________________________Project welcomes complaints, suggestions, queries andcomments regarding project implementation. We encourage persons with grievance to provide their nameand contact information to enable us to get in touch with you for clarification and feedback.Should you choose to include your personal details but want that information to remain confidential, pleaseinform us by writing/typing *(CONFIDENTIAL)* above your name. Thank you.DatePlace of registrationContact Information/Personal DetailsName Gender MaleAgeFemaleHome AddressVillage / TownDistrictPhone no.E-mailComplaint/Suggestion/Comment/Question. Please provide the details (who, what, where and how)of your grievance below:If included as attachment/note/letter, please tick here:How do you want us to reach you for feedback or update on your comment/grievance?FOR OFFICIAL USE ONLYRegistered by: (Name of Official registering grievance)Means of communication of complaint/suggestion/comment/question.Note/LetterE-mailVerbal/TelephonicReviewed by: (Names/Positions of Official(s) reviewing grievance)Action Taken:Whether Action Taken Disclosed:YesNoMeans of Disclosure:105

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 - EnvironmentA. Sources of MaterialsANNEXURE 13Recommended Contract Clauses(i) Use quarry sites and sources permitted by government;(ii) Verify suitability of all material sources and obtain approval of project management andimplementation authority;(iii) If additional quarries will be required after construction has started, obtain written approval fromproject authority; and;(iv) Submit to Project Consultant on a monthly basis documentation of sources of materials.B. Air Quality(i) Consult with Project Consultant/ Project Authority on the designated areas for stockpiling of clay,soils, gravel, and other construction materials;(ii) Damp down exposed soil and any stockpiled on site by spraying with water when necessary duringdry weather;(iii) Use tarpaulins to cover sand and other loose material when transported by trucks;(iv) Carry out air quality monitoring as per EMP; and(v) Fit all heavy equipment and machinery with air pollution control devices which are operatingcorrectly.C. Surface Water Quality(i) Avoid stockpiling of earth fill especially during the monsoon season unless covered by tarpaulins orplastic sheets;(ii) Prioritize re-use of excess spoils and materials in the construction works. If spoils will be disposed,consult with Project Consultant/ Project Authority on designated disposal areas;(iii) Place storage areas for fuels and lubricants away from any drainage leading to water bodies;(iv) Dispose any wastes generated by construction activities in designated sites not in river; and(v) Conduct surface quality inspection according to the Environmental Management Plan (EMP).D. Noise Levels(i) Plan activities in consultation with Project Consultant/ Project Authority so that activities with thegreatest potential to generate noise are conducted during periods of the day which will result in leastdisturbance;(ii) Require horns not be used unless it is necessary to warn other road users or animals of the vehicle’sapproach;(iii) Minimize noise from construction equipment by using vehicle silencers, and portable street barriersthe sound impact to surrounding sensitive receptor;(iv) Measurement of noise level at construction site as per EMP, and(v) Maintain maximum sound levels not exceeding 80 decibels (dbA) when measured at a distance of 10m or more from the vehicle/s.E. Accessibility(i) Plan transportation routes so that heavy vehicles do not use narrow local roads, except in theimmediate vicinity of delivery sites;(ii) Schedule transport and hauling activities during non-peak hours;(iii) Locate entry and exit points in areas where there is low potential for traffic congestion;(iv) Keep the site free from all unnecessary obstructions;(v) Drive vehicles in a considerate manner;106

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 - Environment(vi) Coordinate with Traffic Police/ concerned department for temporary road diversions and with forprovision of traffic aids if transportation activities cannot be avoided during peak hours; and(vii) Notify affected sensitive receptors by providing sign boards informing nature and duration ofconstruction works and contact numbers for concerns/complaints.F. Landscape and Aesthetics(i) Prepare and implement Waste Management Plan;(ii) Manage solid waste according to the following preference hierarchy: reuse, recycling and disposal todesignated areas;(iii) Remove all wreckage, rubbish, or temporary which are no longer required; and(iv) Request Project Consultant/ Project Authority to report in writing that the necessary environmentalrestoration work has been adequately performed before acceptance of work.G. Socio-Economic – Income(i) Leave spaces for access between mounds of soil;(ii) Provide walkways and metal sheets where required to maintain access for people and vehicles;(iii) Increase workforce in front of critical areas such as institutions, place of worship, businessestablishment, hospitals, and schools;(iv) Consult businesses and institutions regarding operating hours and factoring this in work schedules;and(v) Provide sign boards for pedestrians to inform nature and duration of construction works and contactnumbers for concerns/complaints.H. Socio-Economic – Employment - DeletedI. Occupational Health and Safety(i) Develop and implement site-specific Health and Safety (H and S) Plan which will include measuressuch as: (a) excluding public from the site; (b) ensuring all workers are provided with and usePersonal Protective Equipment; (c) H and S Training for all site personnel; (d) documentedprocedures to be followed for all site activities; and (e) documentation of work-related accidents;(ii) Ensure that qualified first-aid can be provided at all times. Equipped first-aid stations shall be easilyaccessible throughout the site;(iii) Provide medical insurance coverage for workers;(iv) Secure all installations from unauthorized intrusion and accident risks;(v) Provide supplies of potable drinking water;(vi) Provide clean eating areas where workers are not exposed to hazardous or noxious substances;(vii) Provide H and S orientation training to all new workers to ensure that they are apprised of the basicsite rules of work at the site, personal protective protection, and preventing injuring to fellow workers;(viii) Provide visitor orientation if visitors to the site can gain access to areas where hazardous conditionsor substances may be present. Ensure also that visitor/s do not enter hazard areas unescorted;(ix) Ensure the visibility of workers through their use of high visibility vests when working in or walkingthrough heavy equipment operating areas;(x) Use fall protection equipment when working at heights;(xi) Maintain work areas to minimize slipping and tripping hazards;(xii) For night work, provision of proper illumination for the work space, while controlling glare so as notto blind workers and passing motorists;(xiii) Ensure moving equipment is outfitted with audible back-up alarms;(xiv) Mark and provide sign boards for hazardous areas such as energized electrical devices and lines,service rooms housing high voltage equipment, and areas for storage and disposal. Signage shall bein accordance with international standards and be well known to, and easily understood by workers,visitors, and the general public as appropriate; and107

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 - Environment(xv) Disallow worker exposure to noise level greater than 85 dBA for a duration of more than 8 hours perday without hearing protection. The use of hearing protection shall be enforced actively.J. Community Health and Safety(i) Plan routes to avoid times of peak-pedestrian activities.(ii) Liaise with Project Consultant/ Project Authority in identifying high-risk areas on route cards/maps.(iii) Maintain regularly the vehicles and use of manufacturer-approved parts to minimize potentiallyserious accidents caused by equipment malfunction or premature failure.(iv) Provide road signs and flag persons to warn of dangerous conditions.K. Work Camps(i) Consult with Project Consultant/ Project Authority before locating project offices, sheds, andconstruction plants;(ii) Minimize removal of vegetation and disallow cutting of trees;(iii) Provide water and sanitation facilities for employees;(iv) Train employees in the storage and handling of materials which can potentially cause soilcontamination;(v) Manage solid waste according to the following preference hierarchy: reuse, recycling and disposal todesignated areas;(vi) Remove all wreckage, rubbish, or temporary structures (such as buildings, shelters, and latrines)which are no longer required; and(vii) Request Project Consultant/ Project Authority to report in writing that the camp has been vacatedand restored to pre-project conditions before acceptance of work.L. Social and Cultural Resources(i) Strictly follow the protocol for chance finds of any historical remnants in any excavation work;(ii) Stop work immediately and Inform Project Consultant/ Project Authority if a find is suspected, andtake any action they require ensuring its removal or protection in situ.108