SFG2334 V2 REV ENVIRONMENTAL AND SOCIAL ASSESSMENT (Final) October 05, 2016 For Construction of Water Supply Augmentation at Khargone Sub project of Madhya Project Urban Development Project Submitted By: Madhya Pradesh Urban Development Company Limited (Government of Madhya Pradesh) Assessment done by: M/s LN Malviya Infra Pvt. Ltd., Bhopal ESA Report: Khargone Water Supply Scheme Table of Contents Table of Contents ....................................................................................................................................... i List of Tables ........................................................................................................................................... iv List of Figures ........................................................................................................................................... v Abbreviations ........................................................................................................................................... vi Executive Summary .................................................................................................................................. vii 1. Introduction ......................................................................................................................................... 1 1.1. Project Background ....................................................................................................................... 1 1.2. Context of Environment and Social Assessment .......................................................................... 1 1.3. Scope of ESA study ...................................................................................................................... 2 1.4 Objectives of Environment and Social Assessment Study ........................................................... 2 1.5. Methodology ................................................................................................................................. 3 1.5.1. Desk Review ......................................................................................................................... 3 1.5.2. Field Visits ............................................................................................................................ 3 1.5.3. Public Consultation ............................................................................................................... 3 1.5.4. Impact Assessment and Analysis .......................................................................................... 4 2. Project Description ............................................................................................................................. 6 2.1 Introduction ................................................................................................................................... 6 2.2 Existing Water Supply Arrangements ........................................................................................... 6 2.3. Need of the Project........................................................................................................................ 8 2.4. Proposed Project ........................................................................................................................... 8 2.4.1. Source Selection.................................................................................................................... 8 2.4.2. Existing Source of Water ...................................................................................................... 8 2.4.3. Alternative Source Analysis.................................................................................................. 9 2.4.4. Subproject Description........................................................................................................ 10 3. Legal, Policy and Administrative Framework ............................................................................... 17 3.1. Regulatory Framework - Environmental ......................................................................................... 17 3.2. World Bank Safeguard Policies ....................................................................................................... 19 Environment and Social Management Framework ................................................................................. 21 4. Baseline Environment Profile .......................................................................................................... 22 4.1. Introduction ................................................................................................................................. 22 4.2. Site Environmental Features of Khargone WSS components..................................................... 22 4.3. Baseline Environmental and Social Profile................................................................................. 25 4.3.1. Physical Profile ................................................................................................................... 25 4.3.2. Biological Profile ................................................................................................................ 27 4.3.3. Socio Economic Profile ...................................................................................................... 27 4.3.4. Land Use Pattern of Khargaon Town.................................................................................. 28 i ESA Report: Khargone Water Supply Scheme 4.3.5. Sex Ratio ............................................................................................................................. 28 4.3.6. Religion ............................................................................................................................... 28 4.3.7. Social Composition ............................................................................................................. 29 4.3.8. Education ............................................................................................................................ 29 4.3.9. Income and Expenditure ..................................................................................................... 29 4.3.10. Occupational Structure ........................................................................................................ 29 4.3.11. Gender Ratio in Earning Population ................................................................................... 31 4.3.12. Vulnerability ....................................................................................................................... 31 4.3.13. Unorganised Commercial Streets........................................................................................ 32 4.3.14. BPL Population and Identified Slums ................................................................................. 33 4.3.15 Slums................................................................................................................................... 33 4.3.16. Social Security Schemes ..................................................................................................... 34 4.3.17. Tourism and Cultural Significance ..................................................................................... 34 4.4. Outcomes of the Baseline Profile................................................................................................ 35 5. Assessment of Anticipated Impacts ................................................................................................. 37 5.1 Introduction ................................................................................................................................. 37 5.2. Environmental Impact ................................................................................................................. 37 5.2.2. Construction Phase Impacts ...................................................................................................... 42 5.2.3. Guidance for Disposal ......................................................................................................... 45 5.2.3. Operation Phase Impacts ..................................................................................................... 47 5.3. Social Impacts ............................................................................................................................. 48 5.3.1. Land Requirement ............................................................................................................... 48 5.3.2. Impact on Livelihood .......................................................................................................... 51 5.3.3. Impact on Existing Utility Services .................................................................................... 52 6. Stakeholder and Public Consultation .............................................................................................. 54 6.1. Background ................................................................................................................................. 54 6.2. Objectives of Public Consultations ............................................................................................. 54 6.2.1. Key Comments and Suggestions......................................................................................... 64 6.2.2. Women’s Participation in Consultations and Outcomes ..................................................... 64 6.3. Draft ESA Consultation .............................................................................................................. 65 7. Environmental and Social Management Plan ................................................................................ 66 7.1. Overview ..................................................................................................................................... 66 7.2. Monitoring and Evaluation ......................................................................................................... 76 7.3. Project Implementation and Monitoring Agencies ..................................................................... 80 8. Tribal Vulnerable Identification and Assessment .......................................................................... 83 8.1. Distribution of Scheduled Tribes in Madhya Pradesh in Relation to India ................................ 83 8.2. Public Consultation ..................................................................................................................... 85 8.2.1. Key Issues ........................................................................................................................... 85 8.2.2 Interview and Meetings ....................................................................................................... 86 ii ESA Report: Khargone Water Supply Scheme 8.3 Conclusion .................................................................................................................................. 86 8.4 Strategy ....................................................................................................................................... 86 8.4.1 Inclusion of Tribal and Vulnerable Groups during Implementation ................................... 87 9. Conclusion and Recommendations.................................................................................................. 88 Appendix .................................................................................................................................................... 90 Appendix 1: Screening Checklist............................................................................................................ 90 Appendix 2: NVDA Letter for Details of Khargone WSS ..................................................................... 96 Appendix 3: Location of Proposed Sub-project on Survey of India Toposheet ..................................... 97 Appendix 4: Select Drawings of Proposed WSS .................................................................................... 98 Appendix 5: Photographs and List of Participants during Consultations ............................................. 102 Appendix 6: List of Tribal Communities in State of Madhya Pradesh as Provided by Ministry of Tribal Affairs, Government of India ................................................................................................................ 115 Appendix 7: List of Schedule Areas in Madhya Pradesh as Specified by the Scheduled Areas under the fifth Schedule of Indian Constitutions .................................................................................................. 117 Appendix 8: Draft ESA Consultation and Disclosure Details .............................................................. 118 Appendix 9: Punasa Canal Irrigation Project including Peepari Reservoir .......................................... 126 iii ESA Report: Khargone Water Supply Scheme List of Tables Table 2.1: Details of Existing Over Head Tanks ...................................................................................... 7 Table 2.2: Sub Project Description ......................................................................................................... 10 Table 2.3: Main Components of the Treatment Plant ............................................................................. 12 Table 2.4: Clear Water Rising Main Details ........................................................................................... 13 Table 2.5: Details of Service Reservoirs ................................................................................................. 14 Table 2.6: Details of Distribution network ............................................................................................. 14 Table 3.1: Applicable Environmental Regulations for WSS .................................................................. 17 Table 3.2: World Bank Safeguard Policies ............................................................................................. 20 Table 4.1: Site Environmental Features of proposed WSS components................................................. 23 Table 4.2: Air Quality Data of Monitoring Stations in Khargone .......................................................... 26 Table 4.3: Density Distribution............................................................................................................... 27 Table 4.4: Land Use Pattern.................................................................................................................... 28 Table 4.5: Religion Composition ............................................................................................................ 29 Table 4.6: Social Composition in Khargone Town................................................................................. 29 Table 4.7: Literacy Rate in Khargone .................................................................................................... 29 Table 4.8: Total Workers in Khargone (2011) ........................................................................................ 30 Table 4.9: Total Main Worker of Khargone (2011) ................................................................................ 30 Table 4.10: Total Marginal Workers of Khargone (2011) ...................................................................... 30 Table 4.11: Male-Female Workers in Khargone (2011) ......................................................................... 30 Table 4.12: Category of Main Workers in Khargone (2011) .................................................................. 31 Table 4.13: Working Status by Sex ........................................................................................................ 31 Table 4.14: Vulnerability ........................................................................................................................ 31 Table 4.15: Location of Various Types of Retail and Wholesale Markets ............................................. 32 Table 4.16: Below poverty line population ............................................................................................. 33 Table 4.17: List of Identified Slums of Khargone .................................................................................. 33 Table 4.18: Social Security Schemes and their Beneficiaries ................................................................. 34 Table 5.1: Influence Area Details of Proposed Khargone WSS ............................................................. 37 Table 5.2: Land Details of Components of Khargone Water Supply ..................................................... 48 Table 5.3: Mitigation Actions for Impacts on Livelihoods ..................................................................... 51 Table 6.1: Second Round of Public Consultation during ESA ............................................................... 55 Table 6.2: Public Consultation Details ................................................................................................... 56 Table 7.1: Environmental and Social Management Plan (ESMP) .......................................................... 68 Table 7.2: Environmental Monitoring Plan during Construction Phase ................................................. 76 Table 7.3: Environmental Monitoring Plan: Operation Phase ............................................................... 78 Table 7.4: Organizational Roles.............................................................................................................. 80 Table 8.1: Social Composition in Khargone Town................................................................................. 83 iv ESA Report: Khargone Water Supply Scheme Table 8.2: Wardwise detail of Scheduled Tribe population .................................................................... 84 Table 8.3: Participation of ST/SC Population during Public Consultation ............................................. 85 List of Figures Figure 2.1: Location of Khargone ............................................................................................................. 6 Figure 2.2 Schematic Flow Diagram of the Proposed Water Treatment Plant ....................................... 11 Figure 5.1: Strip Map showing Details of Row Water Reservior Mains (RWRM) and Clear Water Reservior Mains (CWRM) ...................................................................................................................... 41 Figure 5.2: Commercial Places and Congested Lanes- Photographs ...................................................... 49 v ESA Report: Khargone Water Supply Scheme Abbreviations AMRUT Atal Mission for Rejuvenation and Urban Transformation CPCB Central Pollution Control Board CPHEEO Central Public Health Environmental Engineering Organization CWRM Clear Water Rising Main D(R)BO Design Review and Built operate DO Dissolved oxygen DPR Detailed project report DUAD Directorate of Urban Administration and Development EA Environmental assessment EMP Environmental management plan ESA Environmental and Social Assessment GOI Government of India GOMP Government of Madhya Pradesh HFL Highest flood level KNP Khargone Nagar Palika LPCD Liter per capita per day MCM Million Cubic Meter MOEF Ministry of Environment and Forests MP Madhya Pradesh MPUDC Madhya Pradesh Urban Development Company MPUDP Madhya Pradesh Urban Development Project NOC No Objection Certificate NOx Oxides of nitrogen NVDA Narmada Valley Development Authority OHT Over Head Tank PIU project implementation unit PMC Project Management Consultant PWD Public Works Department ROW Right of way RWRM Row Water Rising Main SO2 Sulphur Dioxide SPCB State Pollution Control Board TVDP Tribal Vulnerable Development Plan UDED Urban Development and Environment Department ULB Urban Local Body WTP Water Treatment Plant vi ESA Report: Khargone Water Supply Scheme Executive Summary Introduction Madhya Pradesh (MP) is geographically the second largest, fifth populous, and eighth most urbanized state in India. Although MP recorded a higher rate of growth for its urban compared to rural population in the last decade, its urbanization rate is still below the national average but it is projected to catch-up in the next 15 years. At present, MP‘s total urban population is of 20.1 million (28% of total population) concentrated in 476 urban centers. Rapid urbanization in MP has seen sprouting of new urban settlements across the state, more often close to existing cities. The last decade (2001-2011) has seen a 20% increase in the number of urban centers, including a 50% increase in census towns, compared to a 6% increase in the previous decade (1991-2001). In the cities in MP, household access to piped water supply ranges between 48-80%, per capita; water supply ranges between 35 to 150 lpcd; access to underground sewerage range between nil to 40%; waste collection ranges between 85-90%, and 60-80% of rainwater runoff is effectively drained. Subproject Description Khargone formerly known as West Nimar is located in western part of Madhya Pradesh. Khargone town is district headquarter of Khargone district. Khargone town is situated on the bank of river Kunda which is the main source of water supply in Khargone town. The proposed Khargone water supply augmentation scheme is based on proposed water source being developed by Narmada Valley Development Authority (NVDA) under its lift irrigation canal project, since the existing water resources is not able to fulfill the requirement of drinking water supply to Khargone town. The present rate of per capita water supply is 60 litres per capital per day (lpcd), while as per Central Public Health Environmental Engineering Organization (CPHEEO) manual and the Service Level Bench marks laid down by Ministry of Urban Development (MoUD), Government of India (GoI) and notified by Khargone Nagar Palika, the per capita water supply rate shall be 135 LPCD minimum. It is worth mentioning here that the detailed project report (DPR) for waste water (sewerage) treatment scheme of Khargone town is under preparation and is likely to be taken up under the GoI and State sponsored Atal Mission for Rejuvenation and Urban Transformation (AMRUT). The proposed Khargone Water Supply Project is one of the subproject under the Madhya Pradesh Urban Development project (MPUDP) being prepared by GoMP for proposed financing by the World Bank. The components proposed to be constructed under this project include: (i) construction of intake well; (ii) construction of Water Treatment Plant (WTP); (iii) raw water rising main and clear water rising main; (iv) construction of Over Head Tank (OHT); and (v) distribution network. A pipe line of 700 mm diametre will be exclusively laid from Peepari village where NVDA is already constructing a water storage, to the intake point at Kunda river near Khargone water treatment plant for supply of drinking water requirement of the town which is worked out to be 35 million litres per day (MLD) up to Year 2033. The intake well of diametre 8m and 12m height is proposed to be constructed on river Kunda near the existing intake well. The raw water rising mains of 1400m length and 700 mm diameter is proposed. DI K-9 pipe is proposed from intake well to the WTP. The existing WTP is proposed to be repaired and renovated. The vii ESA Report: Khargone Water Supply Scheme construction of a new WTP (30 MLD capacity) will be undertaken in the same premises in which present WTP exists. Clear water rising mains of DI K-9 ranging from 300mm to 800mm diameter and 15,385m from WTP to over head tanks (OHTs) is proposed to be laid. Four OHTs (each having capacity 2250 KL and 18.0m staging height) are proposed. The lands are in possession of Khargone Nagar Parishad (KNP), hence, land acquisition is not required. The town has been divided into seven zones having three existing and four proposed OHTs. The total length of the proposed network is around 174064 m of diameter 110 mm to 200 mm HDPE PN 6 pipe and 300 mm-400 mm DI K-7 Pipe. The minimum size of pipeline taken is 110 mm as per CPHEEO manual. Environment and Social Assessment Study This report presents the Environmental and Social Assessment (ESA) of the Khargone Water Supply subproject proposed under MPUDP. The ESA identifies potential impacts on the natural environment and the social situation in Khargone region during construction and operation of the project. Where potential adverse effects are predicted, mitigation has been developed and its implementation is presented in an Environmental and Social Management Plan (ESMP). This subproject has been identified as a ‘Category Eb’ project based on the environmental screening carried out for the project. In line with the requirements of environment and social management framework (ESMF) for MPUDP, this categorization requires an Environmental Assessment Study and an Environmental Management Plan to be prepared. With regard to social safeguards, the project has been classified as ‘Category Sc’ due to negligible land related impacts. It should be noted that these categorization refer to categorization of MPUDP subprojects as stated in the ESMF, and should not be confused with the classification of overall Projects given in OP4.01 of the World Bank. As per safeguard policies of the World Bank, MPUDP has been categorized as a Category A project. Legal, Policy and Administrative Framework The national and state level environmental laws and the Operational Policies of the World Bank are applicable to MPUDP financed projects. The most important of the applicable environmental laws applicable for Khargone water supply project, are Water (Prevention And Control of Pollution) Act, 1974, The Water (Prevention And Control of Pollution) Act, 2012, Forest (Conservation) Act, 1980, Air (Prevention and Control of Pollution) Act 1981, etc. and the World Bank OP 4.01 Environmental Assessment and OP 4.11 Physical Cultural Resources.. The applicable social development regulations are Land Acquisition Act- RTFCTLARR Act 2013, The Street Vendors (Protection of Livelihood and Regulation of Street Vending) Act 2014, MP Nagariyon Kshetra ke Bhumiheen Vyakti (Pattadhruti Adhikaron ka Pradan Kiya Jana) Adhiniyam, 1984, The Scheduled Tribes and other Traditional Forest Dwellers (Recognition of Forest Rights) Act, 2006, etc. and the World Bank OP 4.12 Involuntary Resettlement and the OP4.10 Indigenous People. Baseline Environment Profile The present population is approximately 116,150 (2011 census) out of which male are 51.44% and female are 48.56%. Scheduled Caste population comprises 7.59% whereas tribal population constitutes 9.11% of the total population. Khargone has average literacy rates of 65.3% with male and female of 72.9% and 57.1% respectively, lower compared to other urban areas of the viii ESA Report: Khargone Water Supply Scheme district. Khargone Municipal Area has been divided into 33 wards for development and administrative purposes. The total numbers of households in Khargone city are 22,448. The subproject components locations are in the town and its surroundings. The intake will be located close to river bank on government land, while the WTP including clear water sump will be located within the existing WTP premises (close to the intake where sufficient ULB owned land is available). These facilities are located outside the town, and are mostly surrounded by agricultural lands and river bed. None of the components is located on any forest land. Rest of the components – water tanks, distribution lines, connections, etc., will be located within the municipal limits. The raw water transmission pipes connecting intake and WTP will be essentially outside the town, and clear water transmission pipes, from WTP to distribution reservoirs, will be partly outside and partly within the town. Project area experiences a subtropical climate typical to North India with hot summers, cold and dry winters, and monsoon rains. While there is no natural habitat left within the town area, areas near the river intake are comparatively intact though most land there is under agricultural use. There are no protected areas, like wildlife sanctuaries, national parks, nor any historically, archeologically protected areas in the nearby vicinity. Assessment of Anticipated Impacts The anticipated impacts and corresponding mitigation measures are discussed in phases namely: design, construction, operation and decommissioning phases. Based on the magnitude and duration of project activities, the nature, duration and extent of impacts are assessed. Minor project impacts have also been identified and basis for their insignificance has been provided. Wherever relevant, the EMP/SMP also addresses the minor impacts and provides environmental and social mitigation/environmental enhancement measures. Possible environmental and social impacts during design phase, construction phase and operation phase have been identified and mitigations during these phases have been suggested. Various environment and social impacts identified which need to be carefully addressed in the design phase and continuously monitored during construction and operation and maintenance phase, include: i) air pollution due to dust and noise pollution during construction, ii) disposal of excess waste produced due to excavation activities, iii) loss of vegetation, iv) loss of access to residents, v) temporary disruption, and vi) loss of livelihood etc. Such impacts would be jointly estimated and verified during construction stage by the project implementation unit (PIU) and the contractor/operator. Environmental and social impacts due to project design or locations are not significant. The proposed water supply scheme includes development of water source (nearest surface water body) that includes construction of Intake Well at river Kunda. Given water shall be made available from Peepari reservoir - already under construction by NVDA - supplemented with the water available from the catchment of Kunda River, the source sustainability is assured (see Appendix 9 for a note on Punasa Canal Irrigation Project including Peepari Reservoir). Water quality is good and there are no potential pollution sources in the vicinity that could affect the water quality. Although none of the components are located within the forest, construction works and presence of workers, vehicles may damage/disturb the sensitive areas. Necessary precautionary measures are suggested to avoid any impacts. Since the lands identified for various components are either government lands or KNP’s lands, pipes will be laid within right of way (RoW) of existing roads, no significant adverse social impacts. ix ESA Report: Khargone Water Supply Scheme During construction, potential negative impacts mainly arise from disturbance of residents, businesses, increase in traffic, increase in noise level and dusts, and the need to dispose moderate quantities of waste soil during construction phase and generation of sludge from the WTP during operation and maintenance phase. However, there are well-developed methods for mitigation and minimization to acceptable levels. Operation phase impacts are likely to be insignificant. Stakeholder and Public Consultation Stakeholder and public consultation is useful for gathering environmental data, understanding likely impacts, determining community and individual preferences, selecting project alternatives and designing viable and sustainable mitigation and compensation plans. The main objective for the consultation process was to involve the community at the very early stages so as to identify likely negative impacts and find ways to minimize negative impacts and enhance positive impacts of the project. Extensive public consultation meetings for the Khargone Water Supply Project took place while undertaking this ESA study Ten (10) meetings Public sensitization and inclusion meetings were held within the wards of the project area from 18th April’ 2016 to 20th April’ 2016 with the help of respective local administration and the elected representatives. Key outputs of consultations have been taken into consideration and suggested changes in the design and implementation activities. Key Outcomes of Public Consultations The key outcomes of public consultations undertaken on this ESA are noted below:  Peoples also demanded for proper traffic signage for speed limits for minimising the accident.  For Safety of Local traffic and pedestrian in Built-up Zone, footpath should be provided.  The community who can afford the hiked water tariff gave consent, but those are from low income group reacted on this issue and demanded subsidy.  The perceived problem ofadverse impact of the project on the livelihood of a section of the population was againbrought out during the public consultation where all the doubts of the people were cleared.  Scheduled castes, woman headed households and other vulnerable social groups affected by the project needed to be identified. They require special consideration for water supply connections on priority basis.  All participants welcomed theproject and agreed to take mitigation measures will be suggestedduringimplementation.  Concerns regarding Environment and social issues related to implementation and operations were welcomed by the public. Environmental and Social Management Plan The ESMP summarizes the key impact elements identified and the remedial measures, the actions to be taken by various parties and the monitoring activities. An indication of the time scale for implementation and cost involved is also provided. The management plan includes mitigation measures against air pollution including dust and vehicle emissions, noise barriers, assuring access to the residents and shops during laying of x ESA Report: Khargone Water Supply Scheme distribution network, safety measures such as barricading and signage, ensuring disposing off the excess excavated material, minimizing and avoiding the loss of flora and fauna, worker's safety etc. during construction phase. Due care has been taken in the management plan to address temporary disruption and temporary loss of livelihood. Air and Water Quality Monitoring Protocol has also been given in the management plan. The estimated cost of ESMP is Rs. 1.03 crore (US$155,000 approx.). Cost for most works such as air and water monitoring, mitigation against dust, disposal of excess excavated material have been included in the DPR cost. However, provisional sums for unidentified issues that may crop up during construction phase shall be kept separately. Management Plan during operation and maintenance phase has also been prepared with special emphasis on water quality and chlorine related issues. The effectiveness of the ESMP shall be monitored and assessed during spot checks, formal inspections and at the end of the Project when an overall audit of the works shall be carried out. Monitoring and Evaluation Monitoring and evaluation process will involve the assessment of the following benchmarks:  The implementation process of guidelines stipulated in the ESMP;  Evaluate impact of the project to the environment and social setting of Khargone town; and  Monitoring of involvement of the community through public consultations in decision makings and the implementation of the Project. Urban Development and Environment Department (UDED) of Government of Madhya Pradesh (GoMP) will be the Executing Agency for the Program, responsible for management, coordination and execution of all investment program activities. Implementing Agency will be the Madhya Pradesh Urban Development Company (MPUDC) of GoMP, which will implement this program via a Project Management Unit (PMU) at Bhopal, and PIUs at project towns. PMU will appoint contractors to build infrastructure and PIUs will coordinate the construction. PMU and PIUs will be assisted by Program Management Consultants (PMC). Grievance Redress Mechanism A grievance redress mechanism is proposed at the city level which includes formulation of a Grievance Redress Committee consisting of an Elected Representative (preferably female), a person who is publicly known and accepted by the locals to speak on their behalf (to be identified by the elected representatives of the KNP), Community Development Officer from PIU and KNP Community Organizer. Affected person(s) shall file their grievance with the ULB, PIU or Contractor/Operator in writing or through telephone, clarifying the area of grievance i.e. grievances related to construction activities affecting livelihood or loss of property/utility or restriction of access and the grievances regarding the quality of service during operation and maintenance period. The grievance shall be addressed within 48 hours. However, if there is any technical issue, the aggrieved will be informed accordingly. The Design Engineer in-charge from PIU for the project shall be the nodal officer for the grievance redressal. The meeting of the Grievance Redress Committee shall be convened as and xi ESA Report: Khargone Water Supply Scheme when necessary and at such place or places as it considers appropriate; and it will conduct the proceedings in a manner as he/she considers appropriate with the object to bring an amicable settlement between the aggrieved parties. Tribal Vulnerable Identification and Assessment for Khargone town In Madhya Pradesh certain areas have been declared as scheduled area as Specified by the Scheduled Areas under the fifth Schedule of Indian Constitutions. Khargone district is declared as a Scheduled Area under the Schedule V by GoMP. Social impact screening and assessment done on the basis of identification, assessment and free prior informed consultations undertaken, indicate that OP4.10 on Indigenous Peoples does not get triggerred as these groups are not a distinct group and do not have any separate customary cultural, economic, social, or political institutions. It was found that they have their own language but they are well-versed with the local language - Hindi. There are also no adverse impacts on these as assessed during process and so therefore it was established that no separate Indegeneous Peoples Development Plan/Tribal Vulnerable Development Plan is required. Conclusion and Recommendations There are no environmentally sensitive areas (like forest, sanctuaries, etc.) in or near subproject area. Also, there are no archeological and historical protected areas/sites within or near the town. Hence, the impact identified are mostly related to construction and operation phase. There is no land acquisition nor any involuntary resettlement expected in the subproject. During implementation, only temporary disruption (damage to public utilities/temporary structure, etc.) is assumed this can be avoided. No negative impact on vulnerable group is expected. There is no land acquisition expected neither any permanent adverse impacts on assets and livelihood is anticipated, hence no Resettlement Action Plan (RAP) is required as per the ESMF. Only minor damage to road side properties and loss of income for a few days and locations during construction phase are likely. Such impacts would be assessed by Design Review Build and Operate Contractor/Operator, who will update this ESA and the social management plan (SMP) and have that approved by MPUDC. No indigenous people were identified in the project areas which meet the requirements of indigenous people management framework and hence, no separate IPDP is required. xii ESA Report: Khargone Water Supply Scheme 1. Introduction 1.1. Project Background Madhya Pradesh (MP) is geographically the second largest, fifth populous, and eighth most urbanized state in India. Although MP recorded a higher rate of growth for its urban compared to rural population in the last decade, its urbanization rate is still below the national average but it is projected to catch-up in the next 15 years. At present, MP’s total urban population is of 20.1 million (28% of total population) concentrated in 476 urban centers as follows: 378 municipal bodies of which 16 are Municipal Corporations (Nagar Palika Nigams), 100 are Nagar Palikas (Nagar palika Parishad), and 262 are Nagar Parishads, and 98 Census Towns - identified as areas with urban characteristics, but not formally notified as urban. Of the 16 municipal corporations, four (Indore, Bhopal, Jabalpur, and Gwalior) are million-plus cities. Rapid urbanization in MP has seen sprouting of new urban settlements across the state, more often close to existing cities. The last decade (2001-2011) has seen a 20% increase in the number of urban centers, including a 50% increase in census towns, compared to a 6% increase in the previous decade (1991-2001). The last decade also saw more than a quarter-fold increase in population of the four largest urban agglomerations including Bhopal and Indore. In the cities in MP, household access to piped water supply ranges between 48-80%, per capita; water supply ranges between 35 to 150 lpcd; access to underground sewerage range between nil to 40%; waste collection ranges between 85-90%, and 60-80% of rainwater runoff is effectively drained. The development objective of the proposed Madhya Pradesh Urban Development Project (MPUDP) supported by the World Bank, is to enhance the capacity of the relevant State-level institutions to support ULBs in developing and financing urban infrastructure. To achieve the above, the project envisages the following three components, Institutional Development Component, Urban Investment Component and Bhopal - Indore Super Corridor. The proposed Khargone Water Supply Project is one of the subproject under the Madhya Pradesh Urban Development project (MPUDP) funded by the GoMP and the World Bank. The components to be constructed under this project include:-  Construction of an intake well  Laying the raw water line (1400 m approx. length) from intake well to the proposed Water Treatment Plant.  Construction of 30 MLD Water Treatment plant with 855 KL capacity clear water sump.  Laying the clear water line (15385 m approx. length) from proposed WTP to the existing and proposed overhead tank.  Construction of OHT and water distribution network of clear water around the city. 1.2. Context of Environment and Social Assessment This report presents an Environmental and Social Assessment (ESA) of the Khargone Water Supply subproject under MPUDP Project. The ESA identifies potential impacts on the natural environment and the social situation in Khargone region during construction and operation of the 1 ESA Report: Khargone Water Supply Scheme project. Where potential adverse effects are predicted, mitigation has been developed and its implementation is presented in an Environmental and Social Management Plan (ESMP). This subproject has been identified as a ‘Category Eb’ project based on the environmental screening carried out for the project.1 In line with the requirements of ESMF for MPUDP, the project hence requires an EA study and an Environmental and Social Management Plan. With regard to social safeguards, the project has been classified as ‘Category Sc, because no land acquisition is expected also no permanent adverse impacts on assets and livelihood is anticipated, hence no RAP is required as per ESMF. Only minor damage to road side properties and loss of income for a few days and locations during construction phase may be identified. As per Indigenous People Management Framework (IPMF) quick social assessment is required to be carried out in the project area to identify indigenous people, if any indigenous people are identified in the project area. 1.3. Scope of ESA study The Environmental and Social Impact Assessment has been carried out for the proposed Khargone water supply scheme to ensure that all adverse social and environmental impacts are taken into consideration during the design, construction, operationand decommissioning of the Project. This ESA has been prepared by independent agency based on the current DPR of the scheme.The scope of the study covered:  Description of the proposed Project;  The baseline environmental and social profile of the ESA study area;  Provisions of the relevant environmental and social legislations;  Stakeholder consultation and public meetings  Prediction of any adverse impacts to the environment and on assets and income loss due to the proposed project;  Appropriate mitigation measures; and  Provision of an Environmental and Social Management Plan. The output of this work led to this comprehensive Environmental and Social Assessment report. 1.4 Objectives of Environment and Social Assessment Study The objectives of the ESA study are:  To fulfill the National and State legal requirements and World Bank Safeguard policies.  To obtain background Environmental information of the sites and legal and regulatory issues associated with the proposed Khargone water supply project;  To assess and predict the potential impacts during site preparation, construction and operational phases of the proposed Project; 1 It should be noted that this categorization refers to the categorization of subprojects as stated in the MPUDP ESMF, and should not be confused with the classification of overall Projects given in OP4.01 of the World Bank. As per safeguard policies of the World Bank, MPUDP has been categorized as a Category A project. 2 ESA Report: Khargone Water Supply Scheme  To make suggestions of possible alterations to the proposed design, based on the assessment findings;  To propose mitigation measures for the potential adverse environmental and social impacts and safety risks;  To allow for public participation; and  To prepare an ESA Report including an Environmental and Social Managementand Monitoring Plan. 1.5. Methodology The ESA study was carried out based on desk review, field assessments and public consultations with the community who are likely to benefit from the project, the potential project affected persons and relevant Government Institutions.In the course of the assignment potential impacts of all stages of the project from pre- construction, through construction and installation to operation in project area are evaluated against applicable environmental and social standards, regulations and guidelines, the existing environmental conditions, and issues and concerns raised by all project stakeholders. The assessment process incorporates the following key stages: 1.5.1. Desk Review A desk review was conducted to analyse available published and unpublished reports, development plans and maps in order to compile relevant baseline biophysical and socio- economic information about the study area. The biophysical information was compiled on environmental aspects such as Topography, Climate, Soils, Water Resources, land use and flora and wildlife resources. On the socio-economic environment, the study compiled information on aspects such as population, sex ratio, literacy, religious composition of town, work force participation, ST and SC population share, Below poverty line people, density of town, land use, housing gap and commercial activities etc. 1.5.2. Field Visits Field visits were conducted in the study area in order to collect site-specific information on the biophysical and socio-economic environment and to crosscheck the secondary data. While at the site, environmental data were recorded and potential impacts identified. In addition, environmental features relevant to the study were noted and photographs taken as record of key features. 1.5.3. Public Consultation Consultation helps to develop a sense of stakeholder ownership of the project and a realization amongst all stakeholders that their concerns are taken seriously and that the issues raised, if relevant, will be addressed in the Environmental and Social Assessment (ESA) process. All relevant stakeholders have been identified using the most recent and accurate information available. The consultation process was carried out in two stages: during the scoping and after preparation of the draft ESA. The consultation process focused on seeking comment on key issues and concerns, identifying potential impacts and offering the opportunity for alternatives or objections to be raised by the potentially affected parties; non-governmental organizations, 3 ESA Report: Khargone Water Supply Scheme members of the public and other stakeholders. See Appendix 5 & 8 for a) list of stakeholders’ consultation; and b) summary of the issues and concerns raised. Public meetings Meetings with the communities were conducted in the project area with the help of the local administration, especially the councillors and ULB officials. The selection of the wards for the meetings was done on the basis of different categories, localities and level of problems. Ten (10) meetings were held at different locations within the project area.The discussionsduring these public meetings were centered on key emerging issues relating to theproject as well as thecommunities. Interviews of key stakeholder agencies One-on-one interviews with government agencies and institutionsin the project area were undertaken.These interviews were conducted to augment and confirm data and information obtained using the other tools and methodologies. Focus Group Discussions In total 8 focus group discussions (FGDs) were conducted, especially with women in the fringe areas of Khargone town where Municipal water supply is irregular. Focused Group Discussions (FGD) were carried out as group meetings with women residents during which the participants were given the opportunity to discuss and contribute to specific information. The participants in the focus groups were selected based on their common characteristics from different communities. The focus group discussions place particular emphasis on group dynamics, when issues of particular concern should be addressed to explore participants’ problems, attitudes, and suggestions regarding subproject. 1.5.4. Impact Assessment and Analysis Following the identification of all project environmental aspects and potential impacts, the level of impact that may result from each of the activity-receptor interactions were assessed.The assessment and analyses methodologies for ESA studies are based on the following key components of the environment and social in relation to the proposed Project:  Physical/chemical component;  Biological/ecological component;  Sociological/cultural component; and  Economic/operational component. 1.6. Mitigation and Monitoring 4 ESA Report: Khargone Water Supply Scheme Mitigation: Mitigation measures were taken into consideration and defined during the impact assessment process. The results of the mitigation analysis and the mitigation measures included in Mitigation Plan of the Environmental and Social Management Plan. Monitoring: the following have been envisioned for monitoring:  The monitoring plan has been included in Environmental & Social Management Plan (ESMP).  The PIU and MPUDC shall monitor the implementation of ESMP and track indicators for IEC activities, grievance redressal, participation of women, scheduled Tribes and other vulnerable people. Quarterly report shall be prepared.  Joint verification and updation of ESA will be undertaken during construction stage. 5 ESA Report: Khargone Water Supply Scheme 2. Project Description 2.1 Introduction Khargone formerly known as West Nimar is located in western part of Madhya Pradesh. Khargone town is district headquarter of Khargone district. It is having population of 133,400 according to 2011 census and is projected to be 245,450 in the year 2048. The Khargone water supply scheme has been based on proposed water source NVDA lift irrigation canal, arguing that the existing water resources is not able to fulfill the requirement of drinking water supply to Khargone town. The present rate of per capita water supply is 60 LPCD. As per CPHEEO manual and the Service Level Bench marks laid down by MoUD, GoI and notified by Khargone Nagar Palika, the per capita water supply rate shall be 135 LPCD minimum. It is worth mentioning here that DPR for Wastewater (Sewerage) Treatment scheme of Khargone town is under preparation and is likely to be taken up in near future through GoI and GoMP sponsored AMRUT. Figure 2.1: Location of Khargone 2.2 Existing Water Supply Arrangements The existing water supply system in the town consists of the following: 1. Intake-Well: One intake well of 6.0 m internal dia. and approx. 16.0 m height to lift water from the bed of Kunda River near existing pickup weir. This intake well was built in the year 1976 and is not being considered for the following reasons: i. This intake well which is already redundant, is insufficient, on its own, to meet the present demand of raw water and additional well is required in any case; 6 ESA Report: Khargone Water Supply Scheme ii. Even if it is repaired and accommodated somehow in the new scheme, this will not serve for next 30 years and a new intake well will have to be constructed, thus defeating the purpose and basic objective of the scheme; iii. New set of pumps will have to be installed at this intake well as well as the new Intake well which will not only increase the Capital Cost but also add to the Operation Cost. 2. Raw Water Pumps: The raw water pump house has 2 nos. of vertical turbine pumps and motors of 60 HP 2 100 HP – 147 lps and discharge 180 lps with a duty of 24 m Head. 100HP – 02, 60 HP – 147 lps. These pumps will have to be replaced. 3. Raw Water Rising Main: A raw water rising main of Cl class LA pipe of dia. 450 mm and a length 50 M is laid between Intake Well and Water Treatment Plant. 4. Filtration Plant: A filtration plant of capacity 10.62 MLD was constructed in the year 1976. It has 4 nos. centrifugal pumps. This WTP is of Stone Masonry. Although this is being used to supply water to the citizen of Khargone, however, its capacity has reduced and is estimated to be approximately 5MLD. It is proposed to be used and integrated with the new proposed system. However, this needs technical assessment for economic and optimized rehabilitation and integration with new system. 5. Clear water Pumping Main: Clear water pumping mains are laid for conveyance of clear water from clear water sump well to OHT’s. However, the CWRM are bad in condition and it had laid in the year 1978 and will not be used in the present proposal. 6. Over Head Tanks: There are 5 nos. of overhead tanks in Khargone city; these are presented in Table 2.1 below. Table 2.1: Details of Existing Over Head Tanks S.No. Location Nos. of Capacity Staging Year of OHT. Construction 1 Sanjay Nagar 1 2250 KL 15 m 2007-08 2 PHE 1 2250 KL 15 m 2014-15 3 Talabchauk 1 750 KL 20 m 2007-08 (Tawadi) 4 Gayatri mandir 2 1400 KL(950KL+450KL) 18 m 1978 TOTAL 5 5000 KL Out of the above, two OHT at S.No.4 built in the year1978 are redundant in present scenario. 7. Distribution System: The existing distribution system is laid of pipes diameter ranging from 300 mm to 80 mm and of CI, AC pressure pipes and GI pipes. The network has been augmented from time to time on as and when needed basis without any proper network designs and therefore the actual residual pressure is low and is not meeting desired pressure as per manuals or standards. 7 ESA Report: Khargone Water Supply Scheme 8. Water Connections: There are total 16898 no. of connections at present. Evidently the number of connections is very less compared to the present population size. The present proposal envisages increasing connections to 100% coverage of households (including deprived families) through individual or bulk connections. 2.3. Need of the Project The population of Khargone town has increased tremendously. In 197 Khargone town was having a population of 41316 souls. This population further increased to 52749 in 1981, 84443 as per 2001, finally 133400 as per 2011 provisional census records. The present system is insufficient to fulfill the demand of the present population not only in terms of per capita supply or total water demand but also in terms of network coverage. The proposed scheme has been envisaged to cover the population of 2048 of the town and adjoining areas. It is desired to augment water supply facilities based on norms by CPHEEO manual considering contemplated sewerage system in Khargone town because recently Nagar Palika Parishad has resolved to lay complete sewerage system in the township under the Government of India’s programme AMRUT. Looking to the above facts per capita requirement at the rate of (135% +15% UFW) has been provided. Thus the total requirement of water for the year 2033 (intermediate design period) there is a need of augmentation of 35 MLD and at ultimate capacity 43 MLD for the year 2048 in Khargone at filtration plant and accordingly the raw water requirement also needs to be augmented. 2.4. Proposed Project 2.4.1. Source Selection Khargone town is situated on the bank of river Kunda. Thus Kunda is the main source of water supply in Khargone town. Narmada River is approximately 55km from Khargone and presently there is no provision to supply water from it. 2.4.2. Existing Source of Water Primary and Secondary Source of Water Supply  Khargone Nagar Palika is supplying water to Khargone town by drawing raw water from Kunda River. A 100 m length and 4m high pick up weir is constructed across river Kunda with a storage capacity of 0.22 MCM. The stored raw water cater to 20 days demand of the town. For future point of view it is insufficient, hence it is not considered for water source.  Another source of raw water is by gravity flow from Dejladewada dam which is constructed on Kunda river 29 km away from the town. The gross capacity of the dam is 56.55 MCM with live storage capacity as 50.44 MCM. It is far away from town and capital cost will be high and if it is transported through channels, pilferages and losses will be very high, defeating the purpose of the scheme. Due to this reason it is not suitable for selection of water source.  Other than that water is also being supplied by 18 wells and 26 tube wells to number of localities in Khargone town. For the areas which do not have piped water supply, KNP 8 ESA Report: Khargone Water Supply Scheme has 3 tankers of 5000 litre each. As reported, these tankers have to take 256 rounds per month. 2.4.3. Alternative Source Analysis An alternate source analysis was undertaken for the project; results are below: i. Ground Water Sources: The Khargone block comes under semi critical safe category as assessed by Central Ground Water survey Board conducted on all India bases hence, any scheme dependent on ground water sources is not advisable. ii. Surface Water Sources: Rivers And Nallahs. iii. River Narmada: Narmada is the largest west flowing river of Madhya Pradesh and seventh largest river in India. River Narmada which is approximately 55 km away from town, is a perennial river and for the long term water supply, this river source has enough potential of supplying to suffice the projected demand of water. But distance being too far, it could be considered as source of water for the town. iv. Water Source selected for Khargone: Narmada Valley Development Authority (NVDA) is constructing a reservoir of 7.727 MCM capacity at Peepari village at a distance of about 8 KM from Khargone. As presented in figure 2.2 below, this reservoir will be filled by pumping water from Lift Canal System of Indira Sarovar Dam (also known as Punasa Dam), starting at village Ahirkheda, at a distance of 80 km from Khargone. As detailed out in Appendix 9, the Punasa lift Irrigation scheme is an integrated program of GoMP and GoI. The objective of the program is to irrigate approximately 12551 hectare land in surrounding and fulfil drinking water requirement of 64 villages and Khargone town. The construction of reservoir at Pipari is already in progress and is nearing completion. In view of the above pipari dam provides a reliable water supply to Khargone. Adequate allocation for this purpose has been made by NVDA for Khargone town in this reservoir. The components of this scheme of NVDA includes constructing an anicut near the Existing Water Treatment Plant of Khargone town and laying gravity pipeline from Peepari reservoir to this new anicut at River Kunda. Laying of pipeline is already in progress and construction of anicut has also started and is likely to be completed before the commissioning of the Water Supply Scheme of Khargone Town under MPUDP. Provision of pipeline, instead of open channel, will save water losses due to evaporation and pilferages during transmission. Thus, this is an assured and safe water source for Khargone to meet its drinking water requirement which is worked out to be 35 MLD up to year 2033. 9 ESA Report: Khargone Water Supply Scheme 2.4.4. Subproject Description Table 2.2 presents the key subproject details. Table 2.2: Sub Project Description Per capita demand 135 lpcd+15% UFW Water requirement - In year 2018 25.76 MLD In year 2033 33.34 MLD (35 MLD) In year 2048 42.23 MLD (45 MLD) Intake well-cum-pump house RCC – 9.00 m dia. 9 m height Lowest water level 253.00 m Pump floor level 262.00 m Motor floor level 266.00 m Roof top level 271.00m Raw water pumps Vertical turbine pumps 3 , each 44 KW Duty intermediate stage Discharge 402.66lps at 14.08m Duty ultimate stage Discharge510.02lps at 15.23 m Hours of pumping per day 23hrs Power requirement at intake well 170 KVA Power requirement at WTP 500 KVA Raw water pumping main D.I. Class K-9 Diameter 700 mm dia Length Total: 1400m Static Head 7.00 m Clear water sump 855 KL capacity Size 25.0 m x 25.0 m x 4.0 m water depth Disinfection Chemical Liquid chlorine Chlorinator Vacuum type, 22 nos. Overhead Tanks Four nos. each of 2250 KL capacity, 18 m staging respectively Clear water feeder mains D.I. K-9 550 m: 300mm dia 7315 m: 450 mm dia 3420 m: 600 mm dia 210 m: 750 mm dia 3890 m: 800 mm dia 10 ESA Report: Khargone Water Supply Scheme Sub Project Components Details 1. Intake: RCC intake of 8.0 m diameter and 12 m height is proposed within the banks of river Kunda near the anicut being constructed by NVDA, there is proposed R.C.C. intake well of. Detailed survey was conducted for selection of site. The selected site is nearest, and will have required quantity of water. A pump house of 8.0 m diameter and 5.5 m height above the intake is also proposed. 2. Raw Water Rising Main: 1400 m long 700 mm diameter DI K-9 pipe is proposed from intake-well to the Treatment Plant to carry 43 MLD water from Intake well to the proposed Treatment Plant. 3. Raw Water Pump: Three nos. vertical turbine type pump with 50% as standby is proposed. The discharge of each pump is 402.66 LPS and head is 14.08meter. The rating of each pump is 43.38KW (say 44 KW). One pump will be as a standby. This will be replaced by 42.23mld or 510.02lps discharging capacity at 15.23 m head pumps in year 2048. 4. Treatment Plant: The design demand for the intermediate period i.e. year 2033 is 35 MLD. The existing Treatment Plant shall be used for 5 MLD capacity. Construction of 30 MLD capacity (Design demand for 2033) Rapid Gravity Filter based Treatment Plant with Clear Water Sump is proposed. Treatment Plant The main component are Parshall flume, Rapid mix unit, Clariflocculater, filter bed, back wash tank, clear water sump, chlorinator etc. New Water Treatment Plant at Khargone will have the following treatment units: 1. Pre-chlorination 2. Aeration 3. Alum dosing 4. Clarification 5. Filtration 6. Post chlorination. Schematic flow diagram of the proposed water treatment plant at Khargone is given in Figure 2.2 Figure 2.2 Schematic Flow Diagram of the Proposed Water Treatment Plant The main components of the water treatment plant are also presented in Table 2.3. 11 ESA Report: Khargone Water Supply Scheme Table 2.3: Main Components of the Treatment Plant S. No. Component Size Diameter 9.90 m with 4 step of 1.14 m width & rise 0.20 m 1 Cascade aerator ach 3 Rapid mix unit Diameter of tank 1.86 m with tank height 4.67m. and 4 blade 4 Clariflocculater Diameter of flocculator 4.71 m and clarifier 10.23 m. 8 beds Width of filter bed= 5.71 m 5 Rapid sand filter Length of filter bed= 6.34 m 6 Wash water tank 1 nos. of 12.89 m dia and 3 m height. 1 no. sump & depth 4 m. 7 Clear water sump Sump size= 25 m x 25 m Pre-chlorination In order to keep the treatment plant units in disinfected condition and also to kill the algae in the raw water, it is proposed to provide pre-chlorination at a dose of 3 mg/lit. Aeration Cascade Type aerator is recommended. Alum Dosing The alum dosing plant shall be sized, for a dose of 50 mg/lit. to water with a solution concentration of 10% in alum dosing tank. Dosing shall be by gravity dosers. 100% standby plant shall be provided. Clarifier The various types of clarifiers being offered today are conventional radial flow clariflocculator, conventional sludge blanket clarifiers (hopper bottom or flat bottom) and pulsators. The rise rate varies from 1.5 m/hr to 4 m/hr. In order to get the best cost effective technology, it is proposed to give freedom to the Bidder to offer his technology. In order to prevent very high surface rate the dosing of polyelectrolyte shall not be permitted. Filtration The filtration rate shall be between 5.20 cum/hr. Three – (3) nos. standby Filters shall be provided. Backwashing by air and water shall be provided. Post-Chlorination Post-Chlorination shall be done in the filtered water conduit. The chlorine dose will be provided to dose 1 mg/lit of chlorine. 12 ESA Report: Khargone Water Supply Scheme Chlorine Contact Tank cum Treated Water Reservoir A reservoir minimum of 30 minutes storage shall be provided to serve the dual purpose of chlorine contact time and treated water storage. Clear Water Pump at WTP Provision of 3 numbers Centrifugal type pump having discharge 390.46 LPS and head of 40m with suitable motor is proposed with 50 percent standby arrangement at TP including suction pipe, control panel, cable and all accessories is made. The rating of each pump is 120 KW. Clear Water Rising Main Provision, laying and jointing of 300 mm – 800 mm 15385 m long Ductile Iron, Class-K-9 length of the clear water rising main is long clear water pipe line to carry 41 MLD water from proposed Treatment Plant to Over Head Tank is proposed. Table 2.4 presents the details of the clear water rising mains. Table 2.4: Clear Water Rising Main Details PIPE DETAIL Label Start Stop Length Dia. Material H-W Flow Velocity Headloss Headloss Node Node Coeff Gr. (m) (mm) (L/s) (m/s) (m) (m/km) P-3 J-2 J-3 640 800 Ductile 140 416.077 0.83 0.42 0.661 Iron P-4 J-3 J-4 210 750 Ductile 140 338.067 0.77 0.13 0.616 Iron P-5 J-4 J-5 560 600 Ductile 140 156.02 0.55 0.24 0.436 Iron P-6 J-4 J-6 1,860 600 Ductile 140 182.047 0.64 1.08 0.581 Iron P-7 J-6 J-7 540 450 Ductile 140 104.037 0.65 0.45 0.836 Iron P-8 J-2 J-8 350 450 Ductile 140 78.01 0.49 0.17 0.491 Iron P-9 J-3 J-9 480 450 Ductile 140 78.01 0.49 0.24 0.491 Iron P-10 J-5 J-10 430 450 Ductile 140 78.01 0.49 0.21 0.491 Iron P-11 J-5 J-11 3,030 450 Ductile 140 78.01 0.49 1.49 0.491 Iron P-12 J-6 J-12 2,485 450 Ductile 140 78.01 0.49 1.22 0.491 Iron P-13 J-7 J-13 550 300 Ductile 140 26.027 0.37 0.25 0.463 Iron P-14 J-7 J-14 1,000 600 Ductile 140 78.01 0.28 0.12 0.121 Iron P-15 R-1 J-2 3,250 800 Ductile 140 494.087 0.98 2.95 0.909 13 ESA Report: Khargone Water Supply Scheme Iron Overhead Tanks It is proposed to distribute water through OHT by making suitable zones. The whole town is divided in seven zones. Three existing overhead tanks which are in sound condition shall be used to fulfill the demand of the population they can cater based on the capacity. Four new OHTs, each of capacity 2250 KL are proposed for four zones. List of Proposed Reservoir with capacity& staging height are given below in Table 2.5. Table 2.5: Details of Service Reservoirs Sr. Zone no. OHT. Nos. Capacity Staging height 1. Municipal Zone no – 1 OHT-1 2250 KL 18.0 M. 2. Municipal Zone no – 3 OHT-3 2250 KL. 18.0 M. 3. Municipal Zone no – 5 OHT-5 2250 KL. 18.0 M. 4. Municipal Zone no – 7 OHT-7 2250 KL. 18.0 M. --- Total Proposed 4 NOS. 9000 KL. -------- TOTAL EXISTING OVERHEAD TANK 1. Municipal Zone no – 2 OHT-2 2250 KL 15.0 M. 2. Municipal Zone no – 4 OHT-4 2250 KL. 15.0 M. 3. Municipal Zone no – 6 OHT-6 750 KL. 20.0 M. --- Total EXISTING 3 NOS. 5250 KL. -------- TOTAL CAPACITY OF TANK --- Total Tank 7 NOS. 14250 KL. -------- Distribution Networks The town has been divided into seven zones having three existing and four elevated service reservoirs. The total length of the proposed network is around 174064 m of diameter 110 mm to 200 mm HDPE PN 6 pipe and 300 mm-400 mm DI K-9 Pipe. The minimum size of pipeline taken is 110 mm as per CPHEEO manual. Table 2.6 presents the details of the distribution network. Table 2.6: Details of Distribution network Zone-1 Pipe Details Inner Dia(mm) Outer Dia(mm) LENGTH(M) MATERIAL 98.6 110.00 12537 HDPE 143.4 160.00 8400 HDPE 179.4 200.00 6300 HDPE 300 280.00 2250 DI 400 400.00 1940 DI Total 31427 Zone-2 Pipe Details 14 ESA Report: Khargone Water Supply Scheme Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 98.6 110.00 13930 HDPE 143.4 160.00 10752 HDPE 179.4 200.00 10927 HDPE 300 280.00 1905 DI 400 400.00 1240 DI Total 38754 Zone-3 Pipe Details Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 98.6 110.00 4270 HDPE 143.4 160.00 6720 HDPE 179.4 200.00 5180 HDPE 300 280.00 1140 DI 400 400.00 815 DI Total 18125 Zone-4 Pipe Details Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 98.6 110.00 8260 HDPE 143.4 160.00 11165 HDPE 179.4 200.00 7987 HDPE 300 280.00 1990 DI 400 400.00 1610 DI Total 31012 Zone-5 Pipe Details Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 98.6 110.00 5740 HDPE 143.4 160.00 10745 HDPE 179.4 200.00 7505 HDPE 300 280.00 1780 DI 400 400.00 1245 DI Total 27015 Zone-6 Pipe Details Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 98.6 110.00 2950 HDPE 143.4 160.00 1520 HDPE 179.4 200.00 1680 HDPE 300 280.00 920 DI Total 7070 Zone-7 Pipe Details Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 98.6 110.00 2670 HDPE 15 ESA Report: Khargone Water Supply Scheme 143.4 160.00 6435 HDPE 179.4 200.00 6976 HDPE 300 280.00 2725 DI 400 400.00 1855 DI Total 20661 The exact siting of the infrastructures such as Intake well ,WTP and OHTs shall be confirmed by D(R)BO contractors also the alignment of the pipelines shall be verified and fixed during construction stage by the contractor.The ESA and ESMP will be updated based on the DPR finalized and approved by MPUDC based on design review. Project cost: The estimated cost of Khargone water supply scheme is estimated at cost of Rs.11618.82 Lakhs. 16 ESA Report: Khargone Water Supply Scheme 3. Legal, Policy and Administrative Framework 3.1. Regulatory Framework - Environmental Implementation of the subproject will be governed by the National and State of Madhya Pradesh environmental acts, rules, regulations, and standards, safeguard policies of The World Bank, and the Environmental and Social Management Framework (ESMF) of MPUDP. These regulations impose require avoid / minimize/ mitigate likely impacts on the environment. It is the responsibility of the project executing and implementing agencies to ensure subprojects are consistent with the legal framework, whether national, state or municipal/local. Compliance to these polices is required at all stages of the subproject including design, construction, and operation and maintenance. The summary of environmental regulations and mandatory requirements for the subproject is shown in Table 3.1. Table 3.1: Applicable Environmental Regulations for WSS Law Description EIA Notification EIA Notification of 2006 and 2009 (replacing the EIA Notification of 1994), set out the requirement for environmental assessment in India. This states that Environmental Clearance is required for certain defined activities/projects, and this must be obtained before any construction work or land preparation (except land acquisition) may commence. Projects are categorized as A or B depending on the scale of the project and the nature of its impacts. Category A projects requires Environmental Clearance from the National Ministry of Environment and Forest. Category B projects require Environmental Clearance from the SEIAA. This is not applicable for the Khargone WSS. Water (Prevention and Control of water pollution is achieved through administering Control of Pollution) Act conditions imposed in consent issued under provision of the of 1974, Rules of 1975, Water (Prevention and Control of Pollution) Act of 1974. These and amendments conditions regulate the quality and quantity of effluent, the location of discharge and the frequency of monitoring of effluents. The act will be applicable for the project with regard to meeting the water quality standards and also the discharge standards from the WTP. Environment (Protection) Emissions and discharges from the facilities to be created or Act, 1986 and CPCB refurbished or augmented shall comply with the notified Environmental Standards. standards. . Being an umbrella act, the act will be applicable for the project Air (Prevention and The subprojects having potential to emit air pollutants into the Control of Pollution) Act atmosphere have to obtain CTE under Section 21 of the Air of 1981, Rules of 1982 (Prevention and Control of Pollution) Act of 1981 from WBPCB 17 ESA Report: Khargone Water Supply Scheme Law Description and amendments. before starting implementation and CTO before commissioning the project. The occupier of the project/facility has the responsibility to adopt necessary air pollution control measures. This will be applicable during construction and operation phase and proper safeguards as stated in EMP, shall be taken to comply air standards. Forest (Conservation) Act, As per Rule 6, every user agency, who wants to use any forest 1980 and Forest land for non-forest purposes, shall seek approval of the Central Conservation Rules, 2003 Government. No Forest area is located in the project influence as amended area and hence the act will not be applicable for the project. Madhya Pradesh State Prepared in accordance with the National Water Policy, it states Water Policy, 2003 that “for environmental balance, skillful and planned management of all types of developmental activities, economic use on equitable basis and in view of the prime importance of water for all human and other living beings, an effective and sound water policy is necessary”. Policy is detailed in 17 sections dealing with different aspects of water resources. No. 7 deals with Water Allocation Priorities, and according to which drinking water supply shall have the highest priority followed by irrigation, power, tourism, etc. Water Resource Department is nodal department for permitting different uses of water resources. Policy also states that “clear provision for reservation of drinking water shall be made in irrigation projects” The State Water policy is applicable to the whole of Madhya Pradesh and the NVDA has given its consent for use of surface water under the same policy. MP Nagariyon Kshetra Madhya Pradesh is the only Indian state where a separate act has ke Bhumiheen Vyakti been passed by the state legislature for regularizing tenure of (Pattadhruti Adhikaron squatters on government land. GoMP has been granting ka Pradan Kiya Jana) leasehold land titles or Pattas to “landless persons” or residents Adhiniyam, 1984, of squatter settlements in urban areas on the basis of the MP popularly known as the Nagariyon Kshetra ke Bhumiheen Vyakti (Pattadhruti Patta Act. Adhikaron ka Pradan Kiya Jana) Adhiniyam, 1984, popularly known as the Patta Act. The Act applies to all urban areas of MP. The `Patta’ Act was introduced to grant leasehold rights to the landless persons occupying urban lands. The Act entitles all landless persons occupying less than 50 sq m of land on a specified cut of date to leasehold rights for residential use on the same land or on another site. The Right to Fair The Act provides for enhanced compensation and assistances Compensation and measures and adopts a more consultative and participatory Transparency in Land approach in dealing with the Project Affected Persons. Acquisition, The lands identified for various components of the sub project Rehabilitation and are government lands and no private land is involved, hence, Resettlement Act, provisions of this Act shall not apply on this sub project. 18 ESA Report: Khargone Water Supply Scheme Law Description 2013(RTFCTLARRAct 2013) The Street Vendors GOI recently enacted the act that specifically aims to protect the (Protection of rights of urban street vendors and to regulate street vending Livelihood and activities. It provides for Survey of street vendors and Regulation of Street protection from eviction or relocation; issuance of certificate for Vending) Act,2014 vending; provides for rights and obligations of street vendors; development of street vending plans; organizing of capacity building programmes to enable the street vendors to exercise the rights contemplated under this Act; undertake research, education and training programmes to advance knowledge and understanding of the role of the informal sector in the economy, in general and the street vendors, in particular and to raise awareness. The Scheduled Tribes An Act to recognise and vest the forest rights and occupation in And other Traditional forest land in forest dwelling Scheduled Tribes and other Forest Dwellers traditional forest dwellers who have been residing in such (Recognition of Forest forests for generations but whose rights could not be recorded; Rights) Act, 2006. to provide for a framework for recording the forests rights so vested and the nature of evidence required for such recognition and vesting in respect of forest land. This does not apply to this sub project. 3.2. World Bank Safeguard Policies The Bank requires environment and social assessment (ESA) of projects proposed for Bank financing to help ensure that they are environmentally sound and sustainable, and thus to improve decision making. Key safeguard policies are presented in Table 3.2. 19 ESA Report: Khargone Water Supply Scheme Table 3.2: World Bank Safeguard Policies World Bank Objective Applicability Safeguard Requirements Safe Guard Policies OP 4.01 The objective of this policy is to ensure The environmental issues will be EIA and/or EMP required. Environment that Bank financed projects are addressed adequately in advance. An al Assessment environmentally sound and sustainable. integrated Environmental Screening and Environmental Assessment (EA) with Environmental Management Plan (EMP) will be developed to manage environmental risks and maximize environmental and social benefits wherever it is applicable. OP/BP 4.12 The objective of this policy is to avoid This policy applies to all components of As there is no need for land Involuntary or minimize involuntary resettlement the project that result in involuntary acquisition, neither there is Resettlement where feasible, exploring all viable resettlement, regardless of the source of adverse impact on assets and alternative project designs. financing including projects that are livelihood resulting in Furthermore, it intends to assist carried out, or planned to be carried out, Involuntary resettlement, displaced person in improving their contemporaneously with the project. All hence the policy is not former living standards; community proposed project sites have been subjected applicable in case of this participation in planning and to screening. sub-project, hence no implementing resettlement; and to separate RAP is prepared. provide assistance to affected people, regardless of the legality of title of land OP/BP 4.10 This policy aims to protect the dignity, Although Khargone district falls in Based on the assessment and Indigenous right and cultural uniqueness of Schedule V area as per constitution of consultation with the key People indigenous people; to ensure that they India, the share of scheduled Tribes in the stakeholders it is confirmed do not suffer due to development; that project area is 9.11% only. Further, they that the tribal people in the they receive social and economic are scattered all over the town. project area do not exhibit benefits typical characteristics such as living as a group; speak separate language from 20 ESA Report: Khargone Water Supply Scheme World Bank Objective Applicability Safeguard Requirements Safe Guard Policies dominant population, having separate institutions in close attachment to the forest etc. Hence, the policy does not apply. No separate IPP is required as per the OP 4.10 for this sub-project OP/BP 4.11 This policy aims at assisting in the This policy may be triggered by sub- Application has to be Physical preservation of cultural property, projects where cultural property, prepared and submitted to Cultural historical, religious and unique natural historical, religious and unique natural Archaeological department Resources value-this includes remains left by value-this includes remains left by in case any impact is previous human inhabitants and unique previous human inhabitants and unique envisaged due to the project. environment features, as well as in the environment features may be affected due protection and enhancement of cultural to project. There is no Archaeological properties encountered in Bank- Monument in Khargone. However, in case financed project. of ‘chance find’ of cultural properties, requirements of the policy will be complied. Environment and Social Management Framework MPUDC, after due studies of and stakeholders consultations in the sub project areas under, has prepared and disclosed Environmental and Social Management Framework which is applicable to all the sub projects under MPUDP. The guiding principles of -- Precaution, Prevention, Mitigation, Participation, Compensation, Restoration and disclosure, will be adhered to in this sub project while designing and implementing the sub project. Various provisions of ESMF for MPUDP that applies to this sub project of WSS are: a) Verification and updation of ESA; b) Verification and updation of ESMP; c); c) institutionalizing Grievance Redress Mechanism in Khargone. 21 ESAReport: Khargone Water Supply Scheme 4. Baseline Environment Profile 4.1. Introduction Khargone formerly known as West Nimar is located in western part of Madhya Pradesh. Khargone town is district headquarter of Khargone district in Indore Division. Geographically, the town lies about in between longitude E 74 25' to 76 15' and latitude N21' 30 to 22 35'. The town is regionally well connected to road network and is located at the junction of SH-1 (Kasarwad-Bistan road). Khargone is connected to Indore with NH3 (Agra Mumbai road). Khargone is well connected with a good network of roads with all surrounding settlements like Khandwa, Maheshwar, Barwaha, Barwani, Dhar etc. Khargone town is centrally located in the district making the town a regional center of the district. According to census 2011 population of KNP is 133400. 4.2. Site Environmental Features of Khargone WSS components The subproject components locations are in subproject town and their surroundings. The intakes will be located close to river banks on government lands, while the WTP including clear water sumps will be also located close to the intakes where sufficient KNP land is available. These facilities are located outside the town, and are mostly surrounded by agricultural lands and rivers/reservoirs. None of the components is located on any forest or private land. Rest of the components – water tanks, distribution lines, connections etc., will be located within the urban area. The raw water transmission pipes, connecting intake and WTP, will be essentially outside the town, and clear water transmission pipes, from WTP to distribution reservoirs, will be partly outside and partly within the towns. Project area experience a subtropical climate, typical to north India, hot summers, cold and dry winters and monsoon rains. While there is no natural habitat left within the town areas, the areas near river intakes are comparatively intact though most of the lands there too converted into agricultural use. There are no protected areas, like wildlife sanctuaries, national parks, nor any historically, archeologically protected areas in the vicinity. Towns are densely populated in the core/old town areas with narrow lanes, and small and closely built houses, while most of the areas are undeveloped and are still under agricultural use. Commercial areas are along the main roads, which are mostly congested with activities, pedestrians and traffic. According to the impacts of proposed sub project activity, its influence area is anticipated and detail of influence area is incorporated in chapter 5. Table 5.1 presents more information on site environmental features. 22 ESAReport: Khargone Water Supply Scheme Table 4.1: Site Environmental Features of proposed WSS components S.No. Components Detail of Location and Site Photographs Environmental features 1. Intake Well In the bank of river near the proposed anicut of 1.8 m height and 100m long which is being constructed by NVDA, there is proposed R.C.C. intake well of 8.0 m diameter and 12 m height. No noticeable aquatic life found in the reservoir There are no sensitive features like forest etc near the proposed site. 2. Raw water Raw water pipeline (1.4 km length) Details for RWRM alignment is given Rising Main will be laid underground from the in Appendix intake well to WTP 3. WTP The existing WTP is proposed to be augmented as well as repaired and renovated. Since the augmentation has to be done in the same premises in which existing WTP is (total area- 12Ha), the component doesn’t need any land acquisition. The land is already in possession of the KNP. There is thick plantation on one side of the campus. The new WTP is proposed to be constructed on the other side. Although the design of the WTP may take care of the existing vegetation, however cutting down a few of the existing plants may be needed. However, new plants will be grown in the ratio of 1:3. (No. of plants cut: no. of plants grown) 23 ESAReport: Khargone Water Supply Scheme S.No. Components Detail of Location and Site Photographs Environmental features 4. Clear water Clear water Rising mains (15 km Rising Main length) of 300 mm-800 mm dia. will be laid underground along the RoW. 5. OHT OHT at Housing Board Colony Staging Height- 18.0m, Capacity- 2250 KL Land use around the site- residential Site is located within housing board colony. Site is vacant with no tree cover and owned by GoMP. OHT at Rahim Pura Staging Height- 18.0m, Capacity- 2250 KL Land use around the site- residential Site is located within the Rahimpura, ward no 33, Site is vacant with no treecover and owned by GoMP. OHT at ward no. 30 Staging Height- 18.0m Capacity- 2250 KL Land use aorund the site- residential and School Building Site is located within the Teachers Colony, ward no. 30. Government school is located adjacent to the site,hence for safety purpose construction of compound wall should be incorporated in DPR . Site is vacant with no treecover and owned by GoMP. 24 ESAReport: Khargone Water Supply Scheme S.No. Components Detail of Location and Site Photographs Environmental features OHT at Police ground Staging Height- 18.0m, Capacity- 2250 KL Land use around the site- vacant ground and old CRPF mess 4.3. Baseline Environmental and Social Profile The baseline environmental status is important to understand the region’s existing physical and biological characteristics along with cultural and social status of residing community information. The data presented in this section is based on field surveys stakeholders interaction/consultation and secondary data collection where majority includes, Baseline generation (Water/Air/Noise quality /Soil monitoring), town census data and others. The information on the baseline environmental conditions forms the basis to analysis the probable impacts of the proposed project vis-à-vis the present background environmental quality of the core study area. 4.3.1. Physical Profile Physiographic and Topography Khargone is located in western part of Madhya Pradesh. Khargone town is district headquarters of Khargone district.  Geographically, the town lies about in between longitude E 74 25' to 76 15' and latitude N21' 30 to 22 35'.  The area forms a part of Malwa plateau and lies between the Vindhyan range in the north and dissected plateaus in the south.  The alluvial plains of the Narmada River lie between 170-260 m above the M.S.L.  The steep slopes areas show the gradient between 10-12 m/km and gently sloping areas show gradient of 0.4 to 0.7m/km.  Geomorphic units give the brief and synoptic idea of the general topography of the terrain.  The whole area exhibits the presence of the FLUVIAL UNITS, showing the presence of alluvium in the flood plains of all the major river systems.  The gently undulating plains occupy the major portion of the Khargone district on the south eastern part. 25 ESAReport: Khargone Water Supply Scheme  Buried Pedi plains, showing denudation hills occupy the North –western part of the area on the either side of Narmada. Climate The climate in the area is tropical, generally hot in summer and cool in winter. From May to September there is not much variations in temperature conditions. The humidity is as low as 11 percent in dry months and is about 97% in monsoon season. May is generally the hottest month with the mean daily maximum temperature 45.50oC and mean daily minimum temperature at 25.4°C. January is the coldest month with the mean daily maximum temperature at 35° C and mean daily minimum temperature 9.3°C. The average rainfall in the town is 1211 mm. The area is influenced by south west monsoon. Highest velocity prevails during May and June while it is lowest during December and January. Wind direction during rainy season is mainly from south west and North West while wind direction changes during winter season again and it starts from north- east and south-west. Air Environment. There are no major air polluting sources in the project area and generally the air quality in the area is found to be good. There is no ambient data on air quality in Khargone, which are not subjected to monitoring by the MPPCB. Therefore, initial ambient air quality monitoring conducted by the support agency appointed by the MPUDC, so a baseline quality data is available before construction. The monitoring was done in the month of June 2016. Out of the 4 locations selected for the monitoring, three were within the core city. Following are the result of AAQM at four locations. Table 4.2: Air Quality Data of Monitoring Stations in Khargone S.No AAQM Station PM 2.5 (Reading) Range : 16.2 to 31.5 Maximum Minimum Average 1. AAQM (Location 1) 23.4 16.2 20.4 2. AAQM (Location 2) 31.5 19.4 26.3 3. AAQM (Location 3) 29.7 16.7 21.5 4. AAQM(Location 4) 27.7 16.2 22.2 PM 10 (Reading) Range : 27.0 to 56.7 1. AAQM (Location 1) 41.2 27.0 32.4 2. AAQM (Location 2) 56.7 37.9 47.2 3. AAQM (Location 3) 50.3 38.4 46.0 4. AAQM(Location 4) 51.1 39.7 47.0 SO ᵪ (Reading) Range – 8.8 to 4.2 1. AAQM (Location 1) 12.3 9.0 10.4 2. AAQM (Location 2) 14.2 9.8 12.9 3. AAQM (Location 3) 13.5 8.9 11.1 4. AAQM(Location 4) 12.5 8.8 11.2 NO ᵪ (Reading) Range – 9.9-75.9 1. AAQM (Location 1) 15.9 11.4 13.6 2. AAQM (Location 2) 14.9 9.9 12.4 3. AAQM (Location 3) 12.9 10.5 11.7 4. AAQM(Location 4) 14.6 10.4 12.9 Monitoring results shows that levels of PM 2.5, PM 10, oxides of Sulphur and Nitrogen are likely to be well within the NAAQS. 26 ESAReport: Khargone Water Supply Scheme Drainage and Slope characteristics: Khargone town has developed on the bank of Kunda River on a relatively level tract. Barring western portion of the town, rest of the town is almost a level plain. Kunda River flows along the western limit of the town from south to north. Natural slope of the town generally is towards Kunda River from south to north. However, a portion of southern half of the town has a slope towards east Natural drainage follows the general slope of the town as explained above. The basin exhibits sub-dendrite drainage pattern. Water Quality Ground Water: Groundwater potential is moderate to low in the area. Khargone block falls under semi-critical safe category as assessed by Central Ground Water Survey Board. Therefore the ground water sources could not be found reliable as source of water supply for longer period for Khargone town. Surface Water: Kunda River to the extent of Khargone town is extremely polluted particularly the stretch between Odal river and Shamshan Ghat where all major drains enter into the river. There are no wastewater treatment plants to protect Kunda from pollution. Kunda is being polluted as there is no sewerage system in the town to collect wastewater and treat them before it is allowed into the river. During rainy season, the river banks get inundated. Frequent floods and indiscriminate dumping of waste into Kunda River further complicate the situation. Deteriorating health of Kunda river needs immediate attention. Proper storm water drains and sewerage system covering entire town along with treatment plants are needed to control pollution of Kunda and ultimately pollution of Beda and Narmada. Also due to lack of sanitation facilities, open defecation along river side and its bed is a common sight causing pollution of Kunda River. 4.3.2. Biological Profile Forests- Flora and Fauna The flora and fauna identified in the study area are commonly found and not specific to the region due to the absence of forest in the study area. Moreover, there are no National Parks, Wild life sanctuaries, Bird sanctuaries within 10 Km radius of the project site. There is no rare and endangered species in the area. 4.3.3. Socio Economic Profile The present population is approximately 116150 (2011 census), of the total population of town the male are 51.44% and female are 48.56%.Scheduled Caste population comprises 7.59% whereas tribal population constitutes a mere 9.11% of the total population. Khargone town has average literacy rates of 65.3% with male and female of 57.9% and 42.1% respectively. Khargone town has lower literacy rate as compared to other urban areas of the district. Khargone Municipal Area has been divided into 33 wards for development and administrative purposes. The total number of households of Khargone city as per 2011 Census is 22,448. The density distribution shown in Table 4.3 below. Table 4.3: Density Distribution 27 ESAReport: Khargone Water Supply Scheme Sr. Residential Density Total Number Ward Numbers No. Distribution of Wards 1 <300 2 11,13 2 300-500 10 5,12,14,22,24,27,28,31,32,33 3 500-1000 13 3,4,6,8,9,18,20,21,23,25,26,29,30 4 1000-2000 7 1,2,10,15,16,17,19 5 >2000 1 7 The ward number 7, Dr. Ambedkar Ward has the highest residential density of 3,166 persons per hectare and ward number 13, Sahakari Bank Ward has the lowest residential density (about 237 persons per hectare). Average residential density in town is 527 persons per hectare. 4.3.4. Land Use Pattern of Khargaon Town The land use pattern for the city is presented below in Table 4.4. Table 4.4: Land Use Pattern EXISTING 2000 PROPOSED 2011 NORMS S.NO. LANDUSE AREA % AREA % (HA.) (HA.) 1. Residential 201.69 39.57 668.00 44.53 40-45 2. Commercial 43.86 8.60 90.00 6.00 3-4 3. Industrial 35.89 7.04 120.00 8.00 8-10 4. Public+ Semipublic 80.12 15.72 145.00 9.67 10-12 5. Public Utilities And 5.70 1.12 29.00 1.93 Services 6. Recreational 30.00 5.89 148.00 9.87 18-20 7. Transportation 112.48 22.07 300.00 20.00 12-14 8. TOTAL 509.74 1500 100.00 - The above table shows the land use pattern of Nagar Palika’s administrative boundaries. Maximum land use is for Residential purpose in town ie.44.53%.Commercial and Industrial percentage of use of land is very less 6% and 8% only. 4.3.5. Sex Ratio Sex Ratio is an important indicator of health and social status of women in society which has direct and indirect bearing on other key indicators like child mortality. Sex ratio of Khargone town is 929 females per 1000 males in 2001 which is lower than district’s figure of 949 but higher than state’s sex ratio of 919. Sex ratio of Khargone town in 1981 was 890 which increased to 902 in 1991 and further increased to 929 in 2001 showing an improving status of females since last 3 decades which is very encouraging. 4.3.6. Religion Hinduism is majority religion in Khargone city with 61.50 % followers. Islam is second most popular religion in city of Khargone with approximately 37.23 % following it. Composition of 28 ESAReport: Khargone Water Supply Scheme the population based on religion is given in Table 4.5. Approximately 0.08 % stated 'No Particular Religion'. Table 4.5: Religion Composition S.No Type of Religion Followers 1 Hinduism 61.50 % 2 Islam 37.23 % 3 Christianity 0.18 % 4 Jainism 0.56 % 5 Sikhism 0.38 % 6 Buddhism 0.38 % 4.3.7. Social Composition Social Composition of town is representing the percentage of Scheduled Caste and Scheduled Tribe out of the total population. As per census 2001, 7.6% and 9.1% of the total population are SC and ST respectively, which is also represented in Table 4.6. Table 4.6: Social Composition in Khargone Town Social Composition Population Percentage of population SC 8816 7.59 ST 10583 9.11 Others 75482 83.3 Total Population of Town 116150 100 (Source: Census, 2011) 4.3.8. Education Khargone town has average literacy rates of 65.3% with male and female of 72.9% and 57.1% respectively. Khargone town has lower literacy rate as compared to other urban areas of the district. Table 4.7: Literacy Rate in Khargone Area No. of Literates Literacy Rates Male Female Total Khargone Town 56086 72.9% 57.1% 65.3% District 155767 73.5% 58.2% 66.15% Khargone (Urban) 4.3.9. Income and Expenditure About 74.4% of the population is in the informal employment while 25.6% are formally employed. The primary source of income of 55.7% is service; this is followed by a 23% in trading and salaried employment at 14.8%. The least source of income is farm labour and construction work at 3.3%. 4.3.10. Occupational Structure Occupational structure of the populace is the primary indicator of nature of economy and economic base of the town. Workforce participation rate of the Khargone town is 32. The total 29 ESAReport: Khargone Water Supply Scheme workforce of Khargone town is 32%; out of this 82.07% are male and only 17.93% are of female workers. The marginal workers in Khargone town are 91.38% out of total work force, the male marginal workers are 83.17% and female are 16.83%. Table 4.8 to 4.10 presents the work force participation rates for the city disaggregated by total workers, main workers, and marginal workers. Table 4.8: Total Workers in Khargone (2011) Area Total Total Workers WFPR Population Main Marginal Total Workers Workers Workers Municipal 116150 37163 33958 71121 (61.23%) 32 Area (31.4%) Table 4.9: Total Main Worker of Khargone (2011) Total Main Worker Area Total Total % Male % Male Female % Population Workers Workers Workers worker Workers female worker Municipal 116150 37163 32.00 30500 82.07 6663 17.93 Area (Source: Census 2011) Table 4.10: Total Marginal Workers of Khargone (2011) Total Marginal workers Total Total % Male % Male Female % female Population Marginal Marginal Marginal Marginal Marginal Marginal Workers Workers Workers worker Workers worker 116150 33958 91.38 28243 83.17 5715 16.83 (Source: Census 2011) 32% of the working population are main workers having full time employment showing less employment level in town. Out of the total main workers 17.93% are female workers in Khargone town as shown in Table 4.11. Table 4.11: Male-Female Workers in Khargone (2011) Area Main Workers Non Workers(district) Male Female Total Male Female Total Municipal 30500(82.07%) 6663(17.93%) 33958(100%) 434867 544060 978927 Area (45.63%) (59.14%) (52.26%) (Source: Census 2011) Category of main workers in any area is an actual representative of the important economic activities of the town and thus the same has been shown in Table 4.12 to understand the economic base of the town. The non workers population of district is 52.26%. 30 ESAReport: Khargone Water Supply Scheme Table 4.12: Category of Main Workers in Khargone (2011) Category of Workers Main Workers Percentage (%) Cultivator 1332 4.4 Agricultural labours 3301 10.9 Household Industry Workers 570 1.8 Other Workers 25297 82.9 Total Main Workers 30500 100 (Source: Census 2011) It can be observed that 4.4% of the main workers are engaged in primary activities mainly agricultural labour and 10.9% are engaged in household industries. It is evident from the Table 4.10 that majority of the main workers are categorised into ‘Other Workers’ category which includes other than agricultural and household industry workers. ‘Other Workers’ includes workers engaged mainly in manufacturing industries, trade and commerce, construction activities, transport and communication and other service activities. Thus majority of population is engaged in secondary and tertiary sector activities in Khargone town. 4.3.11. Gender Ratio in Earning Population Ratio of working population above 18 years of age is 29% of the sample population. So far as women’s share in working population is concerned the PIA reveals a picture with only 5% of women gainfully employed (Table.4.11). This may be due to “invisibility” of women in work force. Besides, enumeration of working women is not favored among the male dominated rural interior society. It has also been noticed that 962 persons out of 1864 population belonging to 15- 59 years age-group are gainfully engaged. This amounts to about 52% of the active population of 15-59 years. This also indicates a working ratio that is less than the potential workers. The working status by sex is presented in Table 4.13. Table 4.13: Working Status by Sex Working Status Number of persons % to T. Population Male (18+ yrs) 30500 26.26% Female (18+ yrs) 6663 5.73% Total worker 37163 32% Source: Census 2011 4.3.12. Vulnerability Almost 35% of sample households belong to vulnerable categories (Table.4.14). While 31% of the population lives below poverty line including Schedule Caste household, households with disabled members account for nearly 2 percent. Scheduled Caste households account for 15 percent. There are only Five Women headed households. Scheduled Tribe family has been recorded 10 percent among the sample households. Table 4.14 presents some details. Table 4.14: Vulnerability 31 ESAReport: Khargone Water Supply Scheme Type of vulnerability No. HH. % to Total HH BPL 9344 7.86% Family with disabled member 1452 1.24% Scheduled. Tribes 10583 10.2% WHH 2149 1.85% 4.3.13. Unorganised Commercial Streets Khargone town has retail and wholesale markets for special agricultural tools, agricultural products and related manufacturing products. There are wholesale markets for vegetables, hardware, medicines, agricultural products and agro based industrial products from which town and its surrounding areas fulfil their daily needs. In addition to above hardware, iron, construction material, auto parts, and agricultural tools are the major items of retail and wholesale market of Khargone. Major retail and wholesale products and prominent location of their markets are represented in Table 4.15. Due to lack of space for commercial activities, shops on footpaths and stalls on road sides have established creating traffic congestion on roads. These informal shops are concentrated on Khandwa road, Sanawad road, Bistan road, Talab chowk, Aurangpura and near Bawadi bus stop etc. Table 4.15: Location of Various Types of Retail and Wholesale Markets S. No. Type of Commercial Activities Major Location 1 Sukha Meva, Grossery Shop Mahatma Gandhi Marg, Hospital road, Jawahar Nagar, Tilak Path, Bistan road 2 Hardware, construction material, Diversion road, Sanawad road, Bistan auto parts and agricultural road equipments 3 Cycle parts and Repair shop Bistan road, Khandwa road, Tilak path 4 Cloth, Readymade Garments Shops Bistan road, Khandwa road, Mahatma Gandhi road, Hospital road 5 Plastic, Glass, China Clay potteries Mahatma Gandhi Marge, Diversion road 6 Gold & Silver Jewellery Mahatma Gandhi Marg, Hospital road, Jhanda chowk to Bawdi Marg 7 Commercial Offices Tilak Road, Bistan road, Jawahar Marg 8 Vegetable and Fruit market Back of krishna talkies, near city post office, Talab chowk 9 Books and Stationary Mahatma Gandhi Marg 10 Timber market, wooden furniture Depot Diversion road, Umarkhali road, and wood Talab chowk, Bistan road, Julwania road 11 Utensils Market Hospital road, Mahatma Gandhi Marg 12 Electrical equipments Bistan road, Hospital road 13 Medical Stores Hospital road, Sanawad road and Mahatma Gandhi Marg 14 Truck Body Making Bistan Road 32 ESAReport: Khargone Water Supply Scheme 15 Truck Repairing/Mechanic Nagar Khandwa Road (Source: Master Plan 2011) 4.3.14. BPL Population and Identified Slums The BPL population of Khargone district is presented in Table 4.16. Table 4.16: Below poverty line population District Population Population % of Number of Number of below Population Households Households poverty below below below poverty line poverty line poverty line (based on line(based on Avg. HHD size Avg. HH of BPL hhd size) Khargone 234855 106848 45.5 19871 18595 Source: State planning commission 4.3.15 Slums A survey has been done by Khargone Nagar Palika in 2007 to identify slum pockets in the Municipal Area under the Integrated Slum Housing and Development Program (IHSDP) of GoI. During this survey it was identified that 42,600 population are Below Poverty Line and 54,450 population are living in slums in Khargone town. Apart from this town also have population of pavement dwellers which are homeless, are among the poorest in city for which there is no estimation. It was observed during survey that slum pockets have been scattered in all the wards. Slum population in each of the 33 wards identified as per survey done under IHSDP scheme is shown in Table 4.17. Table 4.17: List of Identified Slums of Khargone Ward Name of the Ward Ward Population Slum Population (as per No. (2001 Census) IHSDP) 1 Harijan Ward 1500 1000 2 Siddhant Ward 2326 1900 3 Haider Mastan Ward 2667 1500 4 Nag Mandir Ward 4591 800 5 Circuit House Ward 4766 2500 6 Bohara Bakhal Ward 1447 900 7 Dr. Ambedkar Ward 3166 1600 8 Mahajan Ward 1278 900 9 Bakimata Ward 1131 650 10 Hanuman Mandir Ward 2582 1700 11 Ravindra Ward 3109 2400 12 Nutan Nagar Ward 3313 2600 13 Sahakari Bank Ward 3414 2650 14 Balwant Kunj Ward 3187 850 33 ESAReport: Khargone Water Supply Scheme Ward Name of the Ward Ward Population Slum Population (as per No. (2001 Census) IHSDP) 15 Dr. Jakir Husain Ward 1886 1350 16 Tekdi Ward 1556 1100 17 Geruwa Darwaja Ward 2744 1600 18 Hajariram Mandir Ward 1150 850 19 Imalipura Ward 1872 1350 20 Taiwadi Ward 1720 1500 21 Kaharwadi Ward 1801 1300 22 Kaladewal Ward 1556 1200 23 Kajipura Ward 5824 1700 24 Goshala Ward 2154 1900 25 Shri Krishna Mandir 1599 1300 Ward 26 Shri Ram Mandir Ward 1885 1200 27 Raghuvanshi Ward 1876 1450 28 Bhilat Mandir Ward 3287 2800 29 Bajrang Mandir Ward 3812 2100 30 Indira Nagar Ward 3701 2600 31 Sanjay Nagar Ward 5059 4100 32 Aurangpura Ward 2002 1800 33 Navgrah Mandir Ward 1929 1300 Total 85890 54450 (Source: Integrated Housing and Slum Development Programme Scheme Report, 2007) 4.3.16. Social Security Schemes Five major social security pension schemes were launched in Khargone. Schemes and beneficiaries of each of the schemes is represented in Table 4.18. Table 4.18: Social Security Schemes and their Beneficiaries S. No. Social Security Schemes Beneficiaries 1 Rastriya Pariwar Sahayata 300 2 Deen Dayal Bima Yojna 100 3 Deen Dayal Antyodaya Upchar Yojna 220 4 Samajik Surakasha Pension Yojna 150 5 Janani Surakha Yojna 330 Total 1100 (Source: Integrated Housing and Slum Development Programme Scheme Report, 2007) 4.3.17. Tourism and Cultural Significance Khargone and its neighborhood are full of places of interest. The main tourist attractions include: 34 ESAReport: Khargone Water Supply Scheme Shree Navgrah Mela The fair is held at the Mela Grounds situated near the banks of river Kunda, near the famous Navagraha temple. The name 'Navgraha Mela' is itself derived from the Navagraha mandir (temple), which is the temple devoted to the nine planets (Nav-grahas) and the god 'Sun'. Besides attractions, such as 'circus' or 'moving theatres' and amusement rides for children and youth, A significant feature of the event is a large market with hundreds of stalls selling a wide variety of goods. A large amount of business is generated by this fair every year in Khargone. Food and cuisine is also an important attraction, with many different local cuisines available.A separate cattle and livestock market also takes place during the fair where various animals such as cows, goats and calves are brought from nearby villages and areas for exchange and sale. Nimar Utsav During this event, different arts and cultural programs are held, such as displays of different dance forms and the cultural aspects of Nimar. Many tourists attend the event every year. 4.4. Outcomes of the Baseline Profile As per census 2011 the population of Khargone town was 1,16,150, the decadal population growth rate of Khargone district lowered down to 22.80% from 27.90% in 2001.The density of town is highest of more than 2000 persons/ha it is not so high as compared to other developed towns, possibility of less impact on temporary structures/loss of income. Though growth rate has lowered but the residential area increased from 39.57% to 44.53% between 2000-2011, subproject have to capture these extended areas into network. Besides increase in expansion of residential area,the slums also developed rapidly almost it constitute 50% population as per the survey conducted for urban poor housing scheme in 2007 was 54,450, there is need to consider huge housing gap/connection policy. As far as economic status of Khargone town is concerned, the percentage of main workers are higher than marginal workers, there is large work force available, who can contribute a lot during implementation phase. The literacy rate of Khargone is lower as compared to state literacy rate of 64.1%. BPL population of district is 45.5 % as per census2011. The subproject components locations are in subproject town and its surroundings. The intake will be located close to river bank on government land, while the WTP will be located in the existing WTP premises (close to the intake where sufficient KNP land is available). These facilities are located outside the town, and are mostly surrounded by agricultural lands and river bed. None of 35 ESAReport: Khargone Water Supply Scheme the components is located on forest land. Rest of the components – water tanks, distribution lines, connections etc., will be located within the urban area. The raw water transmission pipes, connecting intake and WTP, will be essentially outside the town, and clear water transmission pipes, from WTP to distribution reservoirs, will be partly outside and partly within the town. Project area experience a subtropical climate, typical to north India, hot summers, cold and dry winters and monsoon rains. While there is no natural habitat left within the town area, the area near river intake is comparatively intact though most of the land is under agricultural use. There are no protected areas, like wildlife sanctuaries, national parks, nor any historically, archeologically protected areas in the nearby vicinity. 36 ESAReport: Khargone Water Supply Scheme 5. Assessment of Anticipated Impacts 5.1 Introduction This Chapter identifies and discusses both positive and negative impacts associated with the proposed project and their mitigation measures. On the basis of screening and field visits and parameters provided in ESMF for Environment and social the Khargone Water Supply project is categorized as Eb and ScThe anticipated impacts and corresponding mitigation measures are discussed in Phases namely: design, construction, operation and decommissioning Phases.. Based on the magnitude and duration of the project activities, the nature, duration and extent of impact are assessed. Minor project impacts have also been identified and basis for their insignificance has been provided. Wherever relevant, the ESMP also addresses the minor impacts and provides environmental and social mitigation / environmental enhancement measures. 5.2. Environmental Impact In the proposed WSS, direct and/or indirect impacts are generated which are rather short-term as they are felt and manifested during the actual performance of the construction activities. It is expected that impacts from these types of activities will cease once the contractor completes the project and demobilizes from the site. Table 5.1 shows the influence area of the proposed sub project components:- Table 5.1: Influence Area Details of Proposed Khargone WSS S.No. Components Influence Description of Construction activity and Area impacts 1. Intake Well- 1 km  Influence area of Intake well covers 1km u/s upstream and 1km d/s length of Kunda river, but there R.C.C. intake well of and 1km is no noticeable aquatic life and flora & fauna 8.0 m diameter and 12 downstream present in the influence m height. of river  Intake well cum pump house will involve construction within the water body. An enclosed area (about 10 m dia) will be created at the selected site using temporary barriers like sand bags or sheet piles and the water will be pumped out to make the area dry for construction. Once this is created, the rest of the construction will follow the general construction procedures to create a RCC well of size 8 m diameter. Once the work is over, the temporary barriers will be removed, hence construction activity will have temporary and moderate impacts. ( Detailed construction impacts and mitigation measures are given in section 37 ESAReport: Khargone Water Supply Scheme S.No. Components Influence Description of Construction activity and Area impacts  Construction of intake well in the reservoir may lead degradation of water quality due to increase in turbidity and chemical contamination from fuels and lubricant used in construction work. Though there is no notable aquatic life, to ensure that any negative impacts are mitigated, the contractor will be required to take necessary mitigation measures. 2. RWPM-Approx. 1.4 1.5 m each  In one side of Influence area BT road is km length and 700 mm side- Along present and on other side vacant land is dia the pipe present, so there is no noticeable impacts in line laying the influence area.  Civil works in the RWPM include linear excavation for laying pipes along the roads, placing pipes in the trench and refilling with the excavated soil. Thetrenches will be of 1.2 m wide and 1.5- 2.0 m depth.  Although the exact pipe alignment will be finalized by the DRBO contractor, all efforts to be made to minimize the cutting of tress along the alignment however 4 to 5 trees (plants) likely to be cut, trees will be cut following the relevant requirements of regulations and mitigated by planting three times of the number of trees cut. 3. WTP- Construction of 200 m dia  Proposed WTP site located within the 30 MLD capacity existing WTP site. (Design demand for  Influence area of WTP site covers vacant 2033)Rapid Gravity government land and agricultural land, and Filter based Treatment does not involve any sensitive environmental Plant with Clear Water features. Sump is proposed.  WTP construction works will be confined to sites, and construction will include general activities like excavation for foundation, construction of foundations, columns, walls and roof in cement concrete and masonry, and fixing of mechanical and electrical fixtures, etc.  The proposed site has some trees, however the DBO contractor and MPUDC during the implementation phase ensure avoiding the cutting of these trees. If unavoidable the 38 ESAReport: Khargone Water Supply Scheme S.No. Components Influence Description of Construction activity and Area impacts trees will be cut following the relevantrequirements of regulations and mitigated by planting three times of the number of trees cut. 4. CWRM- Provision, 1.5 m each  In one side of Influence area BT road (PWD laying and jointing of side - road) is present and on other side agriculture 300 mm – 800 mm Along the land is present, so there is no noticeable 15385 m long Ductile pipe line impacts in the influence area. Iron:Class-K9, length laying  Civil works in the CWRM include linear of the clear water rising excavation for laying pipes along the roads, main is long clear placing pipes in the trench and refilling with water pipe line to carry the excavated soil. The trenches will be of 40.94mld water from maximum 1.2 m wide and 1.5 m depth. proposed Treatment  Detailed construction impacts and mitigation Plant to Over Head measures are given in section 5.2.2 Tank is proposed. 5. OHT-four overhead Influence  All the overhead tanks are proposed on tanks each of 2250KL area should government vacant land, hence there is no capacity is proposed at be at least sensitive area comes under influence area of Khargone town 100 m OHTs sites. either of the OHT  The proposed sites have some trees, however the DBO contractor and MPUDC during the implementation phase ensure avoiding the cutting of these trees . If unavoidable the trees will be cut following the relevant requirements of regulations and mitigated by planting three times of the number of trees cut.  Detailed contruction impacts and mitigation measures are given in section 5.2.2 6. Distribution The whole  Construction activity: Earth work excavation Network- The town town is will be undertaken by machine (backhoe has been divided into influenced excavator) and include danger lighting and seven zones having by this using sight rails and barricades at every 100 three existing and four activity. m., while pipe laying works will include elevated service laying pipes at required gradient, fixing reservoirs. The total collars, elbows, tees, bends and other fittings length of the proposed including conveying the material to work network is around spot and testing for water tightness. 174064 m of diameter Sufficient care will be taken while laying so 110 mm to 200 mm that existing utilities and cables are not HDPE PN 6 pipe and damaged and pipes are not thrown into the 39 ESAReport: Khargone Water Supply Scheme S.No. Components Influence Description of Construction activity and Area impacts 300 mm-400 mm DI trenches or dragged, but carefully laid in the K-9 Pipe. The trenches. As trenches are a maximum of 1.2 minimum size of m, there is no risk of collapse of trenches or pipeline taken is 110 risk to surrounding buildings. Once they are mm as per CPHEEO laid, pipes will be joined as per specification manual for population and then tested for any cracks of leakages. less than 50000. The minimum working hours will be 8 hours daily, the total duration of each stag depends on the soil condition and other local features. About 95% of the excavated soil will be used for refilling the trench after placing the pipe and therefore residual soil after pipe laying and refilling is not significant. This soil shall be used for construction of WTP in ground levelling.  Excavation along the roads, hauling of construction materials and operation of equipment on-site can cause traffic problems. Roads in the core/old town area of Khargone are very narrow. However, most of the roads are used by pedestrians and two wheelers, and four wheelers vehicles are very limited. Potential impact is negative but short term and reversible by mitigation measures.  Detailed construction impacts and mitigation measures are given in section 5.2.2 40 ESAReport: Khargone Water Supply Scheme Figure 5.1: Strip Map showing Details of Row Water Reservior Mains (RWRM) and Clear Water Reservior Mains (CWRM) 41 ESAReport: Khargone Water Supply Scheme 5.2.2. Construction Phase Impacts Positive Impacts Employment opportunities: With the construction of the proposed Project, there will be employment opportunities for both skilled and unskilled workers. This will be beneficial both from the economic and social point of view. Economically, it means abundant unskilled labour will be used in production. Several workers including casual labour, plumbers and engineers are expected to work on the site for a period of time. Semi-skilled, unskilled and formal employees are expected to obtain gainful employment during the period of construction. With labour intensive construction technologies, the project will provide employment for youths and provide support to the GoMP initiatives on creation of jobs. Creation of a market for construction: The Project will require materials, some of which will be sourced locally and some nationally or internationally. These include plant (pump sets, switch gear, instrumentation) pipes, valves, cement, sand and chemicals. This will provide a ready market for suppliers in and outside the project area. Negative Impacts during Construction The following negative impacts are associated with the construction of the proposed Project: Air Quality. During construction process, there is potential of creating dust from the excavation of dry soil, backfilling, transportation to disposal, and from the import and storage of sand/gravel for bedding. Emissions from construction vehicles, equipment, and machinery used for excavation and construction will also induce impacts on the air quality in the construction sites. Anticipated impacts include dusts and increase in concentration of vehicle-related pollutants such as carbon monoxide, sulfur oxides, particulate matter, nitrous oxides, and hydrocarbons) but temporary and during construction activities only. To mitigate the impacts, construction contractors will be required to:  Consult with PMU/PIU on the designated areas for stockpiling of clay, soils, gravel, and other construction materials;  Excavate the SRs foundations at the same time as the access roads (if needed) are built so that dug material is used immediately, avoiding the need to stockpile on site;  Damp down exposed soil and any stockpiled on site by spraying with water when necessary during dry weather;  Bring materials (aggregates) as and when required;  Use tarpaulins to cover sand and other loose material when transported by vehicles;  Fit all heavy equipment and machinery with air pollution control devices which are operating correctly; and  Clean wheels and undercarriage of vehicles prior to leaving construction site. Accessibility. Transport infrastructure will be affected as in the narrower streets there is not enough space for excavated soil to be piled off the road. The road itself may also be excavated in places where there is no available land to locate pipes alongside. Traffic will therefore be 42 ESAReport: Khargone Water Supply Scheme disrupted, and in some very narrow streets the whole road may need to be closed for short periods. Potential impact is negative but short term and reversible by mitigation measures. The construction contractor will be required to:  Plan pipeline work in consultation with the traffic police;  Conduct work during light traffic;  Plan work such that trench excavation, pipe laying, and refilling including compacting, at a stretch is completed in a minimum possible time;  Provide for immediate consolidation of backfilling material to desired compaction to avoid future settlement risk - this will allow immediate road restoration and therefore will minimize disturbance to the traffic movement;  Do not close the road completely, ensure that work is conducted onto edge of the road; allow traffic to move on one line;  In unavoidable circumstances of road closure, provide alternative routes, and ensure that public is informed about such traffic diversions;  At all work sites public information/caution boards shall be provided – information shall inter-alia include: project name, cost and schedule; executing agency and contractor details; nature and schedule of work at that road/locality; traffic diversion details, if any; entry restriction information; competent official’s name and contact for public complaints.  Access will be restricted during excavation to the neighbouring property, information to be given prior week excavation and diversion indication and signage to be placed during excavation. Noise Levels. The construction and excavation activities will certainly generate noise and vibrations. The sensitive receptors are the general population in these areas. Noise will be for a short term (about 2-3 days at each location) thus impact is negative, short-term, and reversible by mitigation measures. The construction contractor will be required to:  Plan activities in consultation with PMU/PIU so that activities with the greatest potential to generate noise are conducted during periods of the day which will result in least disturbance;  Provide prior information to the local public about the work schedule;  Require horns not be used unless it is necessary to warn other road users or animals of the vehicle’s approach;  Ensure that there are no old and sensitive buildings that may come under risk due to the use of pneumatic drills; if there is risk  Minimize noise from construction equipment by using vehicle silencers, fitting jackhammers with noise-reducing mufflers, and portable street barriers the sound impact to surrounding sensitive receptor; and  Maintain maximum sound levels not exceeding 80 decibels (dbA) when measured at a distance of 10 m or more from the vehicle/s. Solid waste generation: Solid wastes generated from the construction activities are excess excavated earth (spoils), discarded construction materials, cement bags, wood, steel, oils, fuels and other similar items. Domestic solid wastes may also be generated from the workers’ camp. Improper waste management could cause odor and vermin problems, pollution and flow obstruction of nearby watercourses and could negatively impact the landscape. 43 ESAReport: Khargone Water Supply Scheme Mitigation Action:  Construction waste should be recycled or reused as much as possible to ensure that materials that would otherwise be disposed off as waste are diverted for productive uses;  The Proponent shall put in place measures to ensure that construction materials requirements are carefully budgeted and to ensure that the amount of construction materials left on site after construction is kept minimal;  Minimization of solid waste during construction of the proposed Project through use of durable, long-lasting materials that will not need to be replaced often, thereby reducing the amount of construction waste generated over time;  Skips and bins should be strategically placed within the campsite and construction site, they should also be adequately designed and covered to prevent access by vermin and minimize odour. They should also be emptied regularly;  Measures to ensure that waste materials from the Project are disposed at suitable sites will be taken. These will include engaging only reputable truckers and conducting appropriate spot checks to verify that disposal are done in accordance with the requirements of MSW rules; Vegetation loss: The construction of the proposed project will involve clearing of vegetation cover especially in proximity to proposed developments. During construction, a small amount of vegetation will be cleared to give way for the proposed water pipelines and water treatment plants. Riverine vegetation will also be cleared around the Kunda river. Not only vegetation may be lost, but also fauna habitats may also be lost or at least partly destroyed. In addition, the removal of areas of vegetation could mean that the same degree of interception will no longer occur, and consequently increased run-off might be expected. However, the significance of the vegetation loss during the site clearance is minimal. Mitigation  The Contractor will ensure proper demarcation of the Project area to be affected by the construction works;  Strict control of construction vehicles to ensure that they operate only within the area to be disturbed by access routes and other works;  Retention of trees and shrubs, where possible on the potential sites for screening of the visual impact;  Where the proposed route requires the removal of any vegetation, care will be taken to minimize the destruction or damage of trees.  Replanting of destroyed trees in cleared areas where works are complete. Workers accidents and hazards: Construction workers are likely to have injuries and hazards as the construction works unavoidably expose workers to occupational health and safety risks. The workers are also likely to be exposed to risk of accidents and injuries resulting from accidental falls and injuries from hand tools and construction equipment. 44 ESAReport: Khargone Water Supply Scheme Mitigation  To reduce the workers accidents and hazards the Proponent will develop and commit the Contractors to Site Occupational Health and Safety rules  All construction workers should be advised of the dangers associated with construction work;  Workers should be provided with suitable personal protective equipment (PPE);  Provision of adequate sanitary facilities to workers  Train all workers on Safety Health and Environment (SHE) with an aim of improving awareness;  Where construction activities interfere with the movement of traffic, the site should be signed and controlled by trained flagmen/flag women and lit by night. Disposal of Ac Pipes Removed during Construction Phase Asbestos cement pipes often are found in underground utility conduits and municipal water, sewer and drainage systems. Asbestos cement pipes buried below ground are considered non- friable if they are in good condition. It should be noted that active asbestos cement pipe that is exposed and is not intended to be replaced or removed and is not disturbed by repair or replacement activities may remain in place and be backfilled. 5.2.3. Guidance for Disposal The following guidance for disposal is proposed. Pre-Demolition/Renovation Survey Owner and contractor are responsible for determining whether cement pipe in a particular utility conduit that will be subject to demolition or renovation contains asbestos. This requires owner and contractor to conduct a “thorough inspection” to determine the location of asbestos containing materials before starting demolition or renovation. The contractor must keep documentation of the pre-demolition/renovation survey, signed and dated by the person who conducted the inspection, during the design build period. Handling Practices When repairing, removing or replacing asbestos cement pipe, it is important to handle the pipe in a manner that will minimize the risk of making it friable or releasing asbestos dust into the environment. Start by exposing the asbestos cement pipe with minimal disturbance. Excavate no closer than 6 inches of the pipe. Carefully uncover the remainder of the soil surrounding the pipe by hand or with a shovel. An assessment should then be made to determine if the pipe is damaged, cracked or broken. Not Damaged Asbestos Cement Pipe (intact and not deteriorated): 45 ESAReport: Khargone Water Supply Scheme a. Place 0.006 inch thick polyethylene (“poly”) sheeting under the asbestos cement pipe to prevent soil contamination. b. Adequately wet the asbestos cement pipe with amended water using surfactant or liquid soap before and during removal to avoid creating airborne dust. c. Separate the asbestos cement pipe at the nearest coupling (bell or compression fitting). d. Slide the pipe apart at the joints (no saw cutting) or use other methods that do not cause the pipe to break, become friable or otherwise create the potential to release asbestos fibers. e. Wrap the wet asbestos cement pipe in two layers of 0.006polyethylene sheeting, seal with duct tape and label in accordance with all applicable regulatory requirements. This can be done in the trench or adjacent to the trench. f. If the trench is filled with water, the placement of polyethylene sheeting is not required. Damaged Asbestos Cement Pipe (deteriorated or not intact) or when cutting or mechanical breakage (e.g., with saws, snap or blade cutting, and/or tapping) is necessary: a. Place 0.006 inch thick polyethylene (“poly”) sheeting under the asbestos cement pipe to prevent soil contamination. b. Adequately wet asbestos cement pipe with amended water where cutting or breaking will occur. c. Saw cutting of asbestos cement pipe shall only be conducted with a HEPA-shrouded vacuum attachment or wet cutting equipment, unless it is conducted within a small enclosure that isolates the area in which the saw cutting is being conducted to prevent the release of asbestos fibers to ambient air, . d. Wrap wet asbestos cement pipe in two layers of 0.006polyethylene sheeting, seal with duct tape and label. This can be done either in the trench or adjacent to the trench. Packaging, Labeling, Disposal and Record Retention a. Place properly wrapped and labeled AC pipe as well as all other containerized AC waste and debris in a roll-off container(s), or covered trucks, trailers or vans that are lined with 2 layers of 0.006polyethylene sheeting. i. The container shall be an enclosed and sealed leak-tight container having proper labels placards as required. ii. If open-top roll-off containers are used, they must be properly sealed, labeled and secured inside a locked fenced area when they are not being loaded to prevent access by unauthorized personnel, and covered to prevent water accumulation. b. Package, transport and dispose of AC waste in accordance with local, state, and national regulations. c. Complete waste shipment records must be retained for 2 years by the contractor of the facility that generated the AC waste d. Dispose of AC waste at a landfill permitted to accept AC waste i.e. Pithampur. 46 ESAReport: Khargone Water Supply Scheme 5.2.3. Operation Phase Impacts Positive impacts during operation: Just as in the construction phase, there are positive impacts associated with the operation phase of the proposed Project. These positive impacts are discussed below.  Improved water quality and quantity: Improved water quality will in turn reduce exposure to water borne diseases to the consumers. General hygiene in the served area will improve through use of acceptable water quality. Markets and communities within Khargone town will greatly benefit from the project.  Reduced exposure to health risks and improved nutrition: Improved water quality for domestic consumption reduces the risk to the health of the consumers and dependants of water resources that could translate into financial saving through less related expenditures.  Improved performance and living standards within the project area: Water provision is one of the goals for 2018. It is therefore envisaged that the continued existence of the project area as a sustainable settlement is reliant of the supply clean potable water for each and every person. This will immensely contribute to the property value, land value and aesthetic value of the Project area while ensuring that the population in this area remains healthy and productive. Accesses to water will in the long term result in improved income levels and health of the people, this consequently leads to poverty reduction. Reduced distances travelled and time used to collect water is then put to economic activities. Negative impacts during operation phase: The following negative impacts are associated with the proposed Khargone Water Supply Scheme.  Operation and Maintenance of the water supply system will be carried out by O& M Contractor and Khargone Nagar Palika. During the system design life (15/30 years for mechanical/civil components) it shall not require major repairs or refurbishments and should operate with little maintenance beyond routine actions required to keep the equipment in working order.  The stability and integrity of the system will be monitored periodically to detect any 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 of deterioration, servicing and replacement of parts.  Recurrence of pipe bursting and leakage problems can be managed by the leak detection and water auditing surveys. The ULB will be required to ensure that the leak detection and rectification time is minimized.  Since back water is recovered and re-circulated in the WTP, no wastewater will be generated from water treatment process.  The sludge generated from the wash water storage tank, and sedimentation tanks Water treatment process will generate sludge from sedimentation of particulate matter in raw water, flocculated and precipitated material resulting from chemical coagulation, residuals of excess chemical dosage, plankton etc; and waste from rinsing and back washing of filter media containing debris, chemical precipitates, straining of organic debris and plankton. . Following are included in the subproject design to dispose the sludge and back wash: 47 ESAReport: Khargone Water Supply Scheme (i) Provision for recirculation system for filter backwash – backwash water from filter beds will be sent to a storage tank, and after allowing adequate time for settlement of solids, clarified water will be pumped to WTP inlet. This arrangement will avoid pollution and also minimize wastage of water. (ii) Accumulated sludge from clari-flocculators, filter backwash etc., will be disposed-off at sludge drying beds for natural drying. Dried sludge will be disposed off in a land fill or used as soil conditioner if it is suitable. 5.3. Social Impacts On the basis of current DPR of Khargone Water supply subproject the locations of water structure such as Anicut, Intake well, WTP & OHTs has been finalised, however the alignment of pipeline and exact siting of the structures along the road will get finalized when the D(R)BO contractor get into place. The land required for the structure is in possession of the Revenue Department, and the transfer of land to ULB has been initiated. 5.3.1. Land Requirement Consultations with relevant officials including KNP officials, Revenue Department, community, other sourcesand first-hand observations during the field visit no additional land is required for the project, as construction of proposed component will not result in land take of any kind.The ProposedIntake well and WTP compound would need around 1000 m2 of land that belongs to the government and has no habitation. . Moreover there would be no loss of community assets during the construction as noticed during field survey and interaction with the local people. Construction of all proposed component such as laying of Rising main, Clear water feeder main and distribution lines etc. will be undertaken on public land, As there will be no agricultural or forest or community land requirement there are no adverse impacts either on general oron any vulnerable group and Indigenous people. Table 5.2 indicate that the land details of proposed project construction of components. Table 5.2: Land Details of Components of Khargone Water Supply S. Componen capacity Location Khasra land ownershi Statu NOC n t proposed details availa p of land s of o bility / land requir ed area 1 Proposed 45MLD Near - - Water vacant Recieved Intake well existing Resource NoC for intake Departme water well nt (but in extractio possession n from of ULB) Kunda 2 Proposed 40 MLD Umar- 9/2 12.0 ULB vacant Not Water khali ha required Treatment road Plant 3 Over Head 2250KL Master 459,460 0.5 ha ULB vacant Not 48 ESAReport: Khargone Water Supply Scheme S. Componen capacity Location Khasra land ownershi Statu NOC n t proposed details availa p of land s of o bility / land requir ed area Tank colony required Arampur a 4 Over Head 2250KL Qila 37 0.5 ha Governme vacant Applied Tank maidan nt Land for 5. Over Head 2250KL Vindya 23/1,23/ 0.5 ha ULB vacant Not Tank vihar 2,21/4 required colony 6. Over Head 2250 KL Aurang- 10/3,10/ 0.5 ha Governme vacant Applied Tank pura 2 nt Land for Zulwani ya road Figure 5.2: Commercial Places and Congested Lanes- Photographs Weekly market (haat bazaar) on Mela Ground Cotton Mandi 49 ESAReport: Khargone Water Supply Scheme Subzi Mandi Opp. Sri Krishna Talkies Vegetable Market Anaj Mandi Weekly Animal Market on Bank of Kunda Nutan Nagar Shopping Complex Radhavallabh Market Shopping Complex onSanawad Road Shopping Complex on Bus Stand 50 ESAReport: Khargone Water Supply Scheme Mahatma Gandhi Road Mechanic Nagar on Khandwa Road Saraffa Bazaar on MG Road 5.3.2. Impact on Livelihood On the basis of screening and site visits along the road stretches through which pipes are likely to be laid reveal, it is observed that there will be temporary disruption to on-going commercial and vending activities. These temporary disruptions may result in loss of income during construction period fora few days. The estimation of impacts assessed in the areas of congested lane as shown in figure above, few densely populated areas where temporary disruption and loss of livelihood likely to be affected during excavation, the area of Sabji Mandi, Mahatama Gandhi road, Sarafa bazar & Mechanic road are shown in photographs above are highly dense lanes and likely to be affected. Tentative estimation of loss has been calculated on the basis of field visit along the roads, the exact estimation will be possible with the placement of D(R)BO contractor. On the basis of approved design, join verification will be done to assess exact figures and accordingly updation will be done in ESA. Mitigation measures are presented in Table 5.3. Table 5.3: Mitigation Actions for Impacts on Livelihoods Type of Impact Estimation Mitigation Encroached structure no. of lanes likely Tentative number of  Provide alternate coming along road to be get affected- temporary shifting of location for vending ROW(Temprary 40 vendors coming during construction shifting of vendors) along ROW=40  In case of vending is discontinued the compensation will be paid as per collectorate rate for 51 ESAReport: Khargone Water Supply Scheme Type of Impact Estimation Mitigation number of day vending is not allowed/carried out loss of income due to no. of lanes likely  Tentative Assistance as per obstruction of access to be get blocked- number of entitlement matrix in to commercial 20 small Trader ESMF establishments owing to be given to temperary livelihood blocking of lanes. assistance: 20  Tentative number of vendors to be given livelihood assistance(as per collectorate rate) = 30@ no. of days(average 3 days) Encroached structure no. of lanes likely Tentative number of coming along road to be get affected- temporary shifting of ROW(Temprary 40 vendors coming shifting of vendors) along ROW=40 The excavation work will lead to road blockage and as a result the commercial establishments and vendors will have some trouble in operating their business on daily basis . In case temporary shifting of vendors with temporary structures is necessary, such shifting will be undertaken on a weekly holiday, to avoid income loss on the day(s) of shifting. The vendors will be assisted to shift and will be able to continue plying their trade period but at analternate location during the construction. The weekly market day will be avoided for construction. Only mobile vendors will be shifted to a nearby location during the period of construction to an alternative location identified. 5.3.3. Impact on Existing Utility Services The road opening activities may damage the underground water pipelines or electricity poles in the vicinity of the site for the proposed sub-projects. This will lead to water supply interruptions, disruption in electricity supply and will involve expensive repair costs. Flooding of areas could also occur. Officials of ULB stated that they receive some complaints about water line breakage during the construction phase. With no other alternative source readily available, people have to buy water from private tanks or buy bottled water for drinking purpose till the time service is 52 ESAReport: Khargone Water Supply Scheme restored to normal. The provision kept in EMP that tankers will be provided by Khargone Nagar Palika in the disrupted areas and it becomes the responsibility of the contractor to restore the utilities as soon as possible. 53 ESAReport: Khargone Water Supply Scheme 6. Stakeholder and Public Consultation 6.1. Background Public consultation is useful for understanding likely impacts, determining community and individual preferences, selecting project alternatives and designing viable and sustainable mitigation and compensation plans. Extensive public consultation meetings for the Khargone Water Supply Project took place while undertaking this EIA study. The main objective for the consultation process was to involve the community at the very early stages so as to identify likely negative impacts and find ways to minimize negative impacts and enhance positive impacts of the project. 6.2. Objectives of Public Consultations The overall goal of the consultation process is to disseminate project information and to incorporate the views of the project beneficiaries and Project Affected Persons (PAPs) in the design of the mitigation measures and a management plan. The specific aims of the consultation process are to: The main objectives of community consultations were to:  Provide clear and accurate information about the project to the beneficiary community;  Obtain the main concerns and perceptions of the population and their representatives regarding the project;  Obtain opinions and suggestions directly from the affected communities on their preferred mitigation measures; and  Identify local leaders with whom further dialogue can be continued in subsequent Stages of the project.  Improve project design and, thereby, minimize conflicts and delays in implementation;  Facilitate the development of appropriate and acceptable entitlement options;  Increase long term project sustainability and ownership Public sensitization and inclusion meetings were held within the wards of the project area from 18th April’ 2016 to 19th April’ 2016 with the help of respective local administration and the elected representatives. A total of 10 meetings were held as shown in Table 6.1 below, with enthusiastic community members. The attendance lists and minutes of meetings are presented in Appendix 5. During public meeting the participation of both men and women were ensured, the share of female participation in these meetings was 38.76. Representation of all categories and different income level groups in these meetings were also ensured. Details of public consultation are in Table 6.2. 54 ESAReport: Khargone Water Supply Scheme Table 6.1: Second Round of Public Consultation during ESA S. Date Ward no. Venue Number of No. Participants M F 1. 18-4-2016 Ward No. 01 At main road. 12 08 2. 19-4-2016 Ward No. 03 Near saraswati Vidya 14 05 Mandir 3. 18-4-2016 Ward No. 06 At Old Housing 12 02` Chouraha 4. 18-4-2016 Ward No. 14 At Anjuman Nagar 10 09 5. 18-4-2016 Ward No. 15 Near Mohan Talkies 12 09 6. 18-4-2016 Ward No. 17 Near Dr. Khan’s clinic. 17 10 7. 18-4-2016 Ward No. 19 At Shri Krishna ward 12 10 8. 18-4-2016 Ward No. 21 Near Temple, at 18 12 Ganesh Chowk. 9. 18-4-2016 Ward No. 20 At Moti mata ward 10 07 10. 19-4-2016 Ward No. 28 At Nutan Nagar 12 09 Grand Total 209 55 ESAReport: Khargone Water Supply Scheme Table 6.2: Public Consultation Details S. Ward Location Date Participants Issues Raised/Discussed Suggestion from Mitigation Measures no. Participants No. 1 1 Khargone 18.04.16 Local The Project Background, The main The suggestion was noted Residents, and Environmental, Social, suggestion of down and forwarded to Ward No. public traffic safety issue and participants was: the concernedofficial for 1 representative benefit from the project proper compliances of ward 06 were explained to the • Peoples also Stakeholders. demanded for The costing incorporated Total 20 proper traffic in Detailed project report. Participants  For Safety of Local signage for speed Traffic as well as to limits for 1..Water policy is being reduce the traffic minimizing the drafted at state level and congestion which accident for which these feedback interns reduce the noise will be considered  The people and air pollution who can afford • The Consultants Team the hiked water raise the issue for the tariff gave hike in monthly water consent ,but tariff for proper those are from operation and low income 2. Damage to public maintenance of water group reacted on utilities restored by the supply system for 30yrs this issue and contractor, damage to demanded structure and income loss subsidy will be assessed prior implementation through  The damage to proper management plan existing pipelines, structures and 56 ESAReport: Khargone Water Supply Scheme S. Ward Location Date Participants Issues Raised/Discussed Suggestion from Mitigation Measures no. Participants No. loss due to trench remain open for long period it get compensated. 2 Ward Near 19-4-16 Local The Project Background, The main The provision made in No. 03 saraswati Residents, and Environmental, Social, suggestion of the Project that 135LPCD Vidya public traffic safety issue and participants was: will be suppliedto the Mandir representative benefit from the project  The whole population covered of ward 06 were explained to the community under town Stakeholders. gave Total 19  Ward is having acute suggestion Suggestion are noted Participants shortage of water in regarding down. The decision will summer it get worse water be taken by local body and not able to access connection. representatives this will Quality water They will take be discussed with them  The Consultants connection Team raise the issue only when for the hike in they get • Water policy is being monthly water tariff sufficient drafted at state level and for proper operation water through for which these feedback and maintenance of out the year. will be considered water supply system  As present for 30yrs water tariff is Rs. 30 only three times it get hiked .the suggestion from people came that not 57 ESAReport: Khargone Water Supply Scheme S. Ward Location Date Participants Issues Raised/Discussed Suggestion from Mitigation Measures no. Participants No. to hike immediately as the supply gets start properly than people get convinced and get ready to pay. 3 Ward At Old 18-4- Local The Project Background, The main Agreed on suggestion and No. 06 Housing 2016 Residents, and Environmental, Social, suggestion of will be considered in Chouraha public traffic safety issue and participants was: DPRProper traffic representative benefit from the project  Provision of signage shall be provided of ward 06 were explained to the Drain in Built-up for speed limits. Stakeholders. Section to  Provision in EMP shall Total 14  Besides above issues eliminate the be done to minimise Participants the following issues issue of road side Dust and noise discussed with the water-logging Pollution during community Construction work in  Road Side Water • For Safety of Built-up Zone. logging due to presence Local traffic  Improvement of Major of Built-up Zone on andpedestrian in Cross Junction on main either side. Built-up Zone, roads included in design • Effect of Noise and footpath should be for minimising the Dust provided. Traffic Congestion as Pollution during • Adequate wellto minimise the construction andafter provision for Noise, Dust and air construction. minimizing the pollution in Built-up • Safety of Local traffic Dust and Noise Section. and Pollution during 58 ESAReport: Khargone Water Supply Scheme S. Ward Location Date Participants Issues Raised/Discussed Suggestion from Mitigation Measures no. Participants No. pedestrian in Built-up Zone 4 Ward At 18-4-16 Local The Project Background, The main The suggestion was noted No. 14 Anjuman Residents, and suggestion of down and forwarded to Nagar public Environmental, Social, participants was: the concernedofficial for representative traffic safety issue and • Peoples also compliances of ward 06 benefit from the project demanded for were explained to the proper traffic The costing incorporated Total 18 Stakeholders. signage for speed in Detailed project report. Participants • For Safety of Local limits for Traffic as well as to 1. Water policy is being minimizing the reduce the traffic drafted at state level and accident congestion which interns for which these feed back reduce the noise and air will be considered.  The people pollution who can afford • The Consultants Team the hiked water raise the issue for the tariff gave 2. GRC will be hike in monthly water consent ,but established at project tariff for proper those are from level to get the views of operation and low income community and it help in maintenance of water group reacted on proper implementation of supply system for 30yrs this issue and project demanded subsidy like other projects community complaintsregardin g excavation remain unheard or 59 ESAReport: Khargone Water Supply Scheme S. Ward Location Date Participants Issues Raised/Discussed Suggestion from Mitigation Measures no. Participants No. not resolve timely , 5 Ward Near 18-4-16 Local The Project Background, The main agreed on suggestion No. 15 Mohan Residents, Environmental, Social, suggestion of andwill be considered in Talkies And public traffic safety issue and participants was: DPR representative benefit from the project  Provision of  Proper traffic signage of ward 15 were explained to the Drain in Built-up shall beprovided for Total 21 Stakeholders. Section to safety and to avoid Participants  Besides above issues eliminate the accidents. the following issues issue of road side  Provision kept in EMP discussed with the water-logging to minimise Dust and community noise Pollution during  Road Side Water • For Safety of Construction work in logging due to presence Local traffic and Built-up Zone. of Built-up Zone on pedestrian in Built-  Proper Improvement of either side. up Zone, footpath Major Cross Junction • Effect of Noise and should be on main roads included Dust provided. in design for Pollution during • Adequate minimizing the Traffic construction and after provision for Congestion as well.to construction. minimizing the minimise the Noise, • Safety of Local traffic Dust and Noise Dust and air pollution in and Pollution during Built-up Section. pedestrian in Built-up Zone 6 Ward Near Dr. 18-4- Local The Project Background, The main The suggestion was noted No. 17 Khan’s 16. Residents, Environmental, Social, suggestion of down and forwarded to clinic And public traffic safety issue and participants was: the concerenedofficial for representative benefit from the project • Peoples also proper compliances of ward 17 were explained to the demanded for The costing incorporated 60 ESAReport: Khargone Water Supply Scheme S. Ward Location Date Participants Issues Raised/Discussed Suggestion from Mitigation Measures no. Participants No. Total 27 Stakeholders. proper traffic in Detailed project report. Participants • For Safety of Local signage for speed 1.Water policy is being Traffic as well as to limits tominimize drafted at state level and reduce the traffic the accident for which these feedback congestion which interns will be considered for the reduce the noise and air  The people same. pollution who can afford 2 Damage to public • The Consultants Team the hiked water utilities restored by the raise the issue for the tariff gave contractor, damage to hike in monthly water consent ,but structure and income loss tariff for proper those are from will be assessed prior operation and low income implementation through maintenance of water group reacted on proper management plan. supply system for 30yrs this issue and demanded subsidy  The damage to existing pipelines, structures and loss due to trench remain open for long period ,it get compensated. 7 Ward At Shri 18-4-16 Local The Project Background, The main It is being in the Project No. 19 Krishna Residents, Environmental, Social, suggestion of that 135LPCD given to ward And public traffic safety issue and participants was: the whole population representative benefit from the project  The covered under town. of ward 19 were explained to the community Total 22 Stakeholders. gave 61 ESAReport: Khargone Water Supply Scheme S. Ward Location Date Participants Issues Raised/Discussed Suggestion from Mitigation Measures no. Participants No. Participants  Ward is having acute suggestion shortage of water in regarding summer it get worse water and not able to access connection. • Suggestion are noted Quality water They will take down.  The Consultants Team connection raise the issue for the only when • GRC will be hike in monthly water they get established at project tariff for proper sufficient level to get the views operation and water through of community and it maintenance of water out the year. help in proper supply system for • people complaint implementation of 30yrs issues were not project resolve timely ,no • Suggestion is noted body hear down and will be complaint discussed with the  As present elected representatives. water tariff is Rs. 30 only three times it get hiked .the suggestion from people came that not to hike immediately as the supply gets start properly than people get 62 ESAReport: Khargone Water Supply Scheme S. Ward Location Date Participants Issues Raised/Discussed Suggestion from Mitigation Measures no. Participants No. convinced and get ready to pay. 63 ESAReport: Khargone Water Supply Scheme 6.2.1. Key Comments and Suggestions Key comments and suggestions from the Stakeholders Consultations are summarized below: People demanded for proper traffic signage for speed limits for minimising the accident. (i). For Safety of local traffic and pedestrian in Built-up Zone, footpath should be provided. (ii). The community who can afford the hiked water tariff gave consent, but those are from low income group reacted on this issue and demanded subsidy. (iii). The perceived problem ofadverse impact of the project on the livelihood of a section of the population was againbrought out during the public consultation where all the doubts of the people were cleared. (iv). Scheduled castes, woman headed households and other vulnerable social groups affected by the project needed to be identified. They require special consideration for water supply connections on priority basis. (v). Physical relocation and resettlement should be minimized. The social fabric of the persons relocated should be maintained. The time factor in any resettlement programme and compensation should be monitored properly. (vi). Community should be consulted before the drawings of the design and Alignments are finalized (vii). All participants welcomed theproject and agreed to take mitigation measures will be suggestedduringimplementation. (viii). Concerns regarding Environment and social issues related to implementation and operations were welcomed by the public. 6.2.2. Women’s Participation in Consultations and Outcomes The participation of women in FGDs conducted in fringe areas of Khargone town. The 9 FGDs conducted with women members at fringe areas were women facing hardship in fetching water for household purpose and for drinking. In selected locations, women were working as construction labour and domestic maid servants. Some of their specific concerns are summarized below.  FGD conducted in fringe areas where piped water supply not reached. The major part of the fringe area of town depends on the hand-pumps for its water needs; the issue of replacement of damaged and dried hand-pumps attains a very special significance in context of the women.  In summer the condition get worst when the nearby area hand pumps get exhausted, women have to fetch water from long distance or depend on the tankers provided by ULB. Almost two hours get spend daily in the morning for brining water from hand pumps.  The working women and girl students face lot of problem for fetching out water have to stand in queue for longer time, due to no availability of water in summer sometimes compels the girl students and abstains from classes.  Girl child of house drops out from school to as she has to support household work especially fetching water. 64 ESAReport: Khargone Water Supply Scheme During FGD some other concerned/issues raised regarding project by the women group:  Women from poor families concerned indicated that they should be given work opportunities during construction as casual labor or at project offices, which would help them earn wages.  Some women demanded to operate individual/ family enterprise by opening small tea stalls, shops/eateries to provide meals to the construction officials/ temporary laborers coming from outside. This will enhance their family income as well as their entrepreneurial skill, which may be useful in future. 6.3. Draft ESA Consultation After finalization of Draft ESA for Khargone Water Supply Subproject, the detailed ESA was shared with primary and secondary stakeholders on 11th July 2016. The Minutes of Consultations are given in Appendix 8. 65 ESAReport: Khargone Water Supply Scheme 7. Environmental and Social Management Plan 7.1. Overview The ESMP presented in this Chapter summarizes the key impact elements identified and the remedial measures, the actions to be taken by various parties and the monitoring activities. An indication of the time scale for implementation and cost involved is also provided. The ESMP can be further be updated during implementation with documented procedures and guidelines for work practices so as to be as responsive to the situations that various Contract Parties will encounter. The Parties should formulate procedures and practices and maintain records. The implementation of the ESMP should be done within the provisions of the law and for the ultimate benefit of the people in the Project area. The effectiveness of the ESMP shall be monitored and assessed during spot checks, formal inspections and at the end of the Project when an overall audit of the works shall be carried out. A Construction Environmental and Social Management Plan is a practical and achievable plan of management to ensure that any environmental impact during the design, planning and construction phase is minimized. An Operational Environmental and Social Management Plan is focused on sound environmental management practices that will be undertaken to minimize adverse impacts on the environment through normal operation of a facility. The management plan (refer Table 7.1) also identifies what measures should be taken in the event of emergencies or incidents during the operation of the facilities. During construction phase social impact expected include loss of temporary shifting of vendors along the road ROW and temporary loss of income due to non-access to shops due to excavation works. A strategy for identification and engagement of tribal and vulnerable groups has also been prepared (Section 8) and this will be implemented during subproject implementation. 66 ESAReport: Khargone Water Supply Scheme 67 ESAReport: Khargone Water Supply Scheme Table 7.1: Environmental and Social Management Plan (ESMP) (During Construction and Operation Phase) Impact Mitigation Measures Institutional Time Cost Responsibility Frame Construction Phase Interference of  CWRM laid along the PWD roads, Formal request for permission to D(R)BO Throughout would existing cross, break in and build the water pipeline should be sought from the contractor / construction involve repair installations relevant institutions such as PWD etc; ULBs period on the pipeline  and A work plan with clear responsibilities for each party should be route developed to ensure smooth execution of the construction. restoration costs and are included in the project cost Utilities  Identify and include locations and operators of these utilities in the D(R)BO Throughout 10,00,000.00 detailed design documents to prevent unnecessary disruption of contractor construction (provisional services during construction phase; and period and will be  Require construction contractors to prepare a contingency plan to include actions to be done in case of unintentional interruption of mitigated on services. Measures are taken to ensure they are protected and actual conserved. requirement) Dust emissions  Minimizing the number of motorised vehicles on use; D(R)BO Throughout 25,00,000.00  Provide scour checks on over-15% slopes or when working in loose contractor construction (provisional soils; period and will be  Use predetermined tracks;  Avoiding machinery working in seasonally marshy areas, pans and mitigated on floodplains; actual  Wet all active construction areas as and when necessary to reduce dust; requirement)  Prioritize areas within or nearest possible vacant space in the D(R)BO Throughout Included in Construction subproject location; contractor construction the work camps, ,  If it is deemed necessary to locate elsewhere, consider sites that will period component 68 ESAReport: Khargone Water Supply Scheme Impact Mitigation Measures Institutional Time Cost Responsibility Frame stockpile not promote instability and result in destruction of property, vegetation, cost areas, storage irrigation, and drinking water supply systems; areas, and  Do not consider residential areas; disposal areas  Take extreme care in selecting sites to avoid direct disposal to water body which will be inconvenient to the community. Air Quality  Consult with MPUDC/PMC on the designated areas for stockpiling D(R)BO Throughout 10,00,000.00 of clay, soils, gravel, and other construction materials; contractor / construction (provisional  Damp down exposed soil and any stockpiled on site by spraying MPUDC period and will be with water when necessary during dry weather;  Use tarpaulins to cover sand and other loose material when mitigated on transported by trucks; and actual  Fit all heavy equipment and machinery with air pollution control requirement) devices which are operating correctly. Noise Pollution  Plan activities in consultation with MPUDC/PMC so that activities D(R)BO Throughout 10,00,000.00 with the greatest potential to generate noise are conducted during contractor construction (provisional periods of the day which will result in least disturbance; period and will be  Require horns not be used unless it is necessary to warn other road users or animals of the vehicle’s approach; mitigated on  Minimize noise from construction equipment by using vehicle actual silencers, fitting jackhammers with noise- reducing mufflers, and requirement) portable street barriers the sound impact to surrounding sensitive receptor; and  Maintain maximum sound levels not exceeding 80 decibels (dbA) when measured at a distance of 10 m or more from the vehicle/s. Accessibility  Confine work areas along the roads to the minimum D(R)BO Throughout 20,00,000.00 possible extent; all the activities, including material & waste/ contractor construction (included in surplus soil stocking should be confined to this area. Proper period BoQ) barricading should be provided; avoid material/surplus soil stocking in congested areasImmediately removed from site/ or 69 ESAReport: Khargone Water Supply Scheme Impact Mitigation Measures Institutional Time Cost Responsibility Frame brought to the as and when required  Leave spaces for access between mounds of soil;  Provide walkways and metal sheets where required to maintain access across for people and vehicles;  Plan transportation routes so that heavy vehicles do not use narrow local roads, except in the immediate vicinity 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;  Coordinate with Traffic Police for temporary road diversions, where necessary, and for provision of traffic aids if transportation activities cannot be avoided during peak hours Disposal of  Maximize the re-use of excavated materials in the works as far as D(R)BO Throughout 2,00,000.00 Spoils feasible to ensure that no permanent spoil dumps are created contractor construction (provisional  Properly dispose off the spoil in the identified by the design team period and will be and approved by the confirmed land owners;  Care should be taken to avoid spoil location in land that could mitigated on otherwise be used for productive purposes. actual requirement) Disposal of  Refer section 5.2.2 of Chapter 5 D(R)BO Throughout 20,00,000.00 Asbestos contractor and construction (provisional Cement Pipes KNP period and will be to be replaced mitigated on during laying of pipelines actual requirement) Solid Waste  Construction waste should be recycled or reused as much as D(R)BO Throughout 1,00,000.00 possible to ensure that materials that would otherwise be disposed contractor and construction 70 ESAReport: Khargone Water Supply Scheme Impact Mitigation Measures Institutional Time Cost Responsibility Frame off as waste are diverted for productive uses; KNP period Lumpsum  The Proponent shall put in place measures to ensure that construction materials requirements are carefully budgeted and to ensure that the amount of construction materials left on site after construction is kept minimal;  Minimization of solid waste during construction of the proposed Project through use of durable, long-lasting materials that will not need to be replaced often, thereby reducing the amount of construction waste generated over time;  Skips and bins should be strategically placed within the campsite and construction site, they should also be adequately designed and covered to prevent access by vermin and minimize odour. They should also be emptied regularly;  Measures to ensure that waste materials from the Project are disposed at suitable sites will be taken. These will include engaging only reputable truckers and conducting appropriate spot checks to verify that disposal are done in accordance with the requirements of MPUDC;  The ultimate fate of the wastes should be monitored so that they are not illegally disposed of;  Provide portable sanitary conveniences for the construction workers for control of sewage waste. A ratio of approximately 25 workers per chemical toilet should be used. Vegetation  The Contractor will ensure proper demarcation of the Project area to D(R)BO Throughout 50,000.00 Loss be affected by the construction works; contractor construction (provisional  Strict control of construction vehicles to ensure that they operate period and will be only within the area to be disturbed by access routes and other works; mitigated on  Retention of trees and shrubs, where possible on the potential sites actual for screening of the visual impact; requirement)  Where the proposed route requires the removal of any vegetation, care will be taken to minimize the destruction or damage of trees.  Re planting of destroyed trees in cleared areas where works are complete. 71 ESAReport: Khargone Water Supply Scheme Impact Mitigation Measures Institutional Time Cost Responsibility Frame Accidental  Maintain vehicles and machineries at manufacturers specifications; D(R)BO Throughout Not required spills or  Ensure proper storage of chemicals / materials; contractor construction leakages  During the course of the construction works, temporary drainage period channels should be constructed to encourage dispersal of meteoric waters Workers  To reduce the workers accidents and hazards the Proponent will D(R)BO Throughout 5,00,000.00 accident and develop and commit the Contractors to Site Occupational Health contractor construction hazards and Safety rules and regulations as stipulated in the Labour Law; period Lumps sum  All construction workers should be advised of the dangers associated with construction work;  Workers should be provided with suitable personal protective equipment (PPE);  Provision of adequate sanitary facilities to workers;  Train all workers on Safety Health and Environment (SHE) with an aim of improving awareness;  Trenches over 1.5 m deep or wherever soil conditions dictate should be shored and secured against accidental entry by workers and the public;  Install safety signage along the work areas;  Where construction activities interfere with the movement of traffic, the site should be signed and controlled by trained flagmen/flag women and lit by night. Spread of  Treat affected local and migrant workers which will control the D(R)BO Throughout 50,000.00 communicable movement of disease vectors (through contaminated water and contractor construction Lump sum diseases and between people); period other  Provision of personal hygiene facilities in good condition with infections adequate water supply;  Ensure awareness raising on proper sanitation and personal hygiene to promote proper health. Child Labour  The contractor should ensure that all the personnel employed should D(R)BO Throughout No additional be adults and should possess valid national identification cards. contractor construction cost period Operation Phase 72 ESAReport: Khargone Water Supply Scheme Impact Mitigation Measures Institutional Time Cost Responsibility Frame Reduced  There should be due adherence to the safest maximum abstract able KNP/ D(R)BO Throughout - downstream water quantities of throughout the project life; contractor Operation Flows  Adhere to WRD water use permits; Phase  The Proponent shall monitor the hydrology to determine whether period there is reduced downstream flow. Increased  During operation phase approx. KNP/ D(R)BO Throughout - domestic  21 MLD Wastewater generates in year 2016 contractor Operation wastewater  28 MLD wastewater generates in year 2033 Phase generation  period  To mitigate increased domestic wastewater generation AMRUT scheme put in place by the GoMP and is likely to be implemented in the year 2018. Sludge  Apply quicklime treatment to dewatered sludge in order to create a KNP/ D(R)BO Throughout Project Cost Management pathogen and odor free product; contractor Operation  Dry sludge on the drying beds before disposing off in a dedicated Phase disposal site; period  Preparation and enforcement of operational guidelines for sludge treatment / management.  Accumulated sludge from clari-flocculators, filter backwash etc., will be disposed-off at sludge drying beds for natural drying. Dried sludge will be disposed off in a land fill or used as soil conditioner if it is suitable.  Back Wash Provision for recirculation system for filter backwash – backwash KNP/ D(R)BO Throughout Project cost Water water from filter beds will be sent to a storage tank, and after allowing contractor Operation adequate time for settlement of solids, clarified water will be pumped Phase to WTP inlet. This arrangement will avoid pollution and also period minimize wastage of water. Safety hazards  Provide the following measures at the chlorine application unit: KNP/ D(R)BO Throughout 3,00,000.00 (Chlorine and i. Chlorine neutralization pit with a lime slurry feeder contractor Operation Alum Storage) ii. Proper ventilation, lighting, entry and exit facilities Phase iii. Facility for isolation in the event of major chlorine leakage period 73 ESAReport: Khargone Water Supply Scheme Impact Mitigation Measures Institutional Time Cost Responsibility Frame iv. Personal protection and safety equipment for the operators in the chlorine plant v. Provide training to the staff in safe handling and application of chlorine; this shall be included in the contract of Chlorinator supplier Noise  The design shall propose noise and vibration proofed systems KNP/ D(R)BO Throughout 1,50,000.00 generation and installation. These shall be monitored during operation and if the contractor Operation (It is a part of vibration values go above ambient or specifications, the necessary measures Phase period Contractor’s shall be undertaken which may include: i. Improvement of proofing systems; responsibility) ii. Servicing of the offending equipment; iii. Development of foundations and mountings; and iv. Complete or partial overhaul.  Personal protective equipment shall be provided at noisy areas for use by workers and visitors. Emergency  Design and implement an emergency response plan; KNP/ D(R)BO Throughout 2,00,000.00 preparedness  Coordinate with aid organizations/agencies such as with the local contractor Operation and fire brigade; Phase response  Install fire hydrants within the proposed development; period  Install a fire extinguisher at the plant and train workers on how use. Capacity  Provide a forum for human resources development on KNP/ D(R)BO Throughout Included in building environmental conservation; contractor Operation TA  Establish a schedule for continuous improvement of human capacity Phase period Component on environmental management;  Develop in-house guidelines on environment, health and safety management. Total EMP cost 92,50,000.00 Social Management Plan during Construction & Operation Damage to road  Joint survey of PIU and contractor will be done before implementation KNP/D(R)BO/ before and Provision side private and to assess the incumbrances and damage to road side private and PIU during item to be community community structures, when the alignment of pipes will be finalized by construction included in structure the D(R)BO contractor or during excavation. the project 74 ESAReport: Khargone Water Supply Scheme Impact Mitigation Measures Institutional Time Cost Responsibility Frame  Prepare cost estimated for affected/damaged structure cost.  Approval from the PIU/MPUDC  Restoration along with construction Encroached  Joint survey of PIU and contractor will be done before implementation KNP/D(R)BO before 2,00,000 Structure to assess the exact number of temporary shifting of vendors along the contactor & construction (temperary road ROW, when the alignment of pipes will be finalized by the PIU commence structure over D(R)BO contractor. road ROW)  Approval of updated ESA on basis of joint survey with final design from MPUDC  All compensations (as per entitlement matrix in ESMF) to be disbursed before start of excavation in the particular stretch.  Tentative number of temporary shifting of vendors coming along ROW=40 Loss of Income  Joint survey of PIU and contractor will be done before implementation KNP/D(R)BO Through out (due to to assess the exact number of loss of income livelihood due excavation contactor & the 50,000 obstruction of in narrow lanes,the shops not get accessible, when the alignment of PIU construction access to pipes will be finalized by the D(R)BO contractor period As per commercial  Approval of updated ESA based on joint survey with final design from collectorate rate establishments MPUDC (skilled labour owing to  All compensations (as per entitlement matrix in ESMF)to be disbursed as per 01.04.16 temporary daily wage rate before start of excavation in the particular stretch. -INR 324.42) blocking of  Tentative number.of small Trader to be given livelihood assistance(as lanes) per entitlement matrix)= 20 30,000  Tentative number of cases to be given livelihood assistance(as per collectorate rate) = 30@ no. of days(average 3 days) Unidentified  Unforeseen impacts encountered during implementation will be KNP/D(R)BO Through out 8,00,000 Impacts addressed in accordance with the principles of the policy contractor,PIU construction phase IEC activities  Dissemination of Project information MPUDC/KNP/ During as per  Consultation with potentially affected people CDO(PIU) construction communicatio and operation n plan under  FGDs with likely beneficiaries 75 ESAReport: Khargone Water Supply Scheme Impact Mitigation Measures Institutional Time Cost Responsibility Frame  Mobilisation for encouraging connection specially among phase TA activities vulnerable groups Total SMP cost 1080000 Total ESMP 1,03,50,000 7.2. Monitoring and Evaluation Monitoring is an important tool in establishing the success or failure of a project in regards to compliance to environmental and social safeguards. Evaluation is also important in assessing the achievement of the mitigation measures set out in the Environmental and Social Management Plan, performance and efficiency of the project in regards to ESMP. Monitoring and evaluation process will involve the assessment of the following benchmarks The implementation process of guidelines stipulated in the ESMP Evaluate impact of the project to the environment and social setting of Khargone Town Monitoring of the involvement of the community through public consultations in decision makings and the implementation of the project Project implementation involves various interventions to achieve the objectives of providing safe, clean and adequate drinking water on sustainable basis and improving health and sanitation conditions in Khargone. Simultaneously, to protect and improve the environmental conditions to achieve the goal, various mitigating measures would be taken up. The Environment Monitoring Plan proposed for the construction phase is presented in Table 7.2 while the Plan for the operations phase is presented in Table 7.3. Table 7.2: Environmental Monitoring Plan during Construction Phase S.No. Attributes Stage Parameters to be Location Frequency Responsibility (R) monitored and Monitoring (M) 1. Debris/ Construction Safe disposal of One at WTP Minimum once in R- Contractor Construction Stage construction construction site, week M- PMU,PIU and materials disposal wastes minimum five sites in PMC including the town (including bituminous OHTs construction wastes sites and distribution 76 ESAReport: Khargone Water Supply Scheme S.No. Attributes Stage Parameters to be Location Frequency Responsibility (R) monitored and Monitoring (M) network where sensitives area comes like Hospital, school etc.) 2. Dust Suppression Construction No. of tankers for One at WTP Minimum once in R- Contractor Stage water sprinkling, construction site, week M- PMU, PIU and Timing of minimum five sites in PMC sprinkling, the town (including Location of OHTs construction sprinkling, Log sites and distribution Book network where sensitives area comes like Hospital, school etc.) 3 Ambient Air Construction PM10, PM 2.5, One at WTP Once in a season Contractor, to be Quality Stage SO2, construction site, (except monitor through NOx, CO minimum five sites in monsoons) Engagement of the town (including for the entire approved agency OHTs construction construction sites and distribution period network where sensitive area comes like Hospital, school etc.) 4 Noise Construction Equivalent Day & One at WTP Once in a season Contractor to Levels Stage Night Time Noise construction site, during monitor Levels minimum five sites in construction and the town (including operation stages OHTs construction sites and distribution network where sensitive area comes like Hospital, school 77 ESAReport: Khargone Water Supply Scheme S.No. Attributes Stage Parameters to be Location Frequency Responsibility (R) monitored and Monitoring (M) etc.) 5 Establishing Construction Access to health Workers Camp and Continuous Contractor Medical Stage facilities for the one mobile medical Facilities construction vehicle. workers 6 Accident Construction No. of fatal All construction sites Continuous Contractor Record Stage accidents, No. of injuries, No. of disabilities 7 Post Construction Whether All construction sites Post Contractor construction Stage temporary construction clearance of locations for site workers camp, site office, batching plant and other construction locations are restored to pre- project conditions Table 7.3: Environmental Monitoring Plan: Operation Phase Monitoring Field Monitoring parameters Frequency Responsibility Cost & Source of Funds Source water pH,Cl,F,NO3,TC,FC, Hardness,Turbidity Quarterly DBO Contractor and Operating costs quality BOD,COD,DO,Total Alkalnity heavy metals & KNP pesticides 78 ESAReport: Khargone Water Supply Scheme Monitoring of pH, Nitrite, Nitrate, Turbidity, Total Monthly DBO Contractor and Operating costs quality of water Alkalnity, Fluoride, Iron, Total coliform and Once, five KNP supplied to Feacal coliform etc., and follow IS: 10500-2012 water samples consumers H No land acquisition and R&R is anticipated. In case of Temporary impact on structures or loss of income due to construction activities if any is identified during implementation phase same shall be assessed through joint verification between PIU, ULB and contractor representatives and shall be managed as per the ESMP. The PIU and MPUDC shall monitor the implementation of ESMP and track indicators for IEC activities, grievance redressal, participation of women, scheduled Tribes and other vulnerable people. Quarterly report shall be prepared. 79 ESAReport: Khargone Water Supply Scheme 7.3. Project Implementation and Monitoring Agencies Urban Development and Environment Department (UDED) of Government of Madhya Pradesh (GoMP) will be the Executing Agency for the Program, responsible for management, coordination and execution of all investment program activities. Implementing Agency will be the Madhya Pradesh Urban Development Company (MPUDC) of GoMP, which will implement this program via a Project Management Unit (PMU) at Bhopal, and Project Implementation Units (PIUs) at project towns. PMU will appoint contractors to build infrastructure and PIUs will coordinate the construction. PMU and PIUs will be assisted by Program Management Consultants (PMC). The organizational roles have been mapped in Table 7.4. Table 7.4: Organizational Roles Level Organization Role State UDED Monitor and evaluate the works and execution of ESMP State MPUDC (PMU) Review and approval of sub-projects and ESA and ESMP of sub project. Review and Monitor the implementation of ESMP Monitoring of all Community Awareness and Participation activities Organize Capacity Building Program Empowered Periodic Review of implementation of the project Committees including safeguards State MPPCB Approvals for WTP before start of Operation and Maintenance Periodic Monitoring of the effluent quality and ensure that it is according to the Standards laid down by CPCB/ CPHEEO Act as a regulatory body Regional MPUDC (PIU) Implementation of Environment and Social and Management Plan through Contractor Town Implementation of ESMP and RAP as applicable. Obtaining various clearances and approvals required and essential for project implementation Ensure the applicability of ESMP during the project implementation Verify the ESA, RAP required jointly verify the temporary impacts along with D(R)BO contractor and update the ESA and ESMP 80 ESAReport: Khargone Water Supply Scheme Level Organization Role Approval of updated ESA Make an assessment in co-ordination with the contractor of the likely issues regarding the land acquisition, R&R, loss of livelihood etc that may come up during project implementation and Implementation, supervision and progress monitoring of all Community Awareness and Participation activities State and Project Assist PIU in the implementation and supervision of Town Management Environment and Social Safeguards Consultants Informing the PIU and PMU, if the contractor is not following the policies stated in Chapter legal framework. Assist PIU in evaluating R&R cases, if any, and assess the loss incurred Assist PIU in making a structured programme with respect to the implementation of the safeguards State Panel of Will help MPUDC in detailed ESAs and preparation of Consultants ESMP, RAPs etc. District District Collector Transfer of Government Lands, Grievance Redress,if Level (Revenue) any. City level Council Overall monitoring of ESA execution In case of any grievance, bring it to the notice of appropriate authority through Mayor/Chairman / Commissioner/ Chief Municipal Officer ULB Support in Implementation of safeguards Assistance in obtaining necessary government approvals and orders for implementation of project Implementation, supervision and progress monitoring of reforms consolidation activities Implementation, supervision and progress monitoring of town planning activities Take part in the Implementation of all Community Awareness and Participation activities Maintain account with provisional sums for R&R activities ULB shall carry out the social outreach and necessary 81 ESAReport: Khargone Water Supply Scheme Level Organization Role Information, Education and Communication (IEC) activities to ensure adequate social acceptability through citizen participation, community engagement and will set up a mechanism for consumer grievance redress and attend to consumer complaints in a timely manner. It shall also obtain timely feedback of citizens on the services provided and keep updated MPUDC from time to time and take due care of needs of the urban poor and minorities. 82 ESAReport: Khargone Water Supply Scheme 8. Tribal Vulnerable Identification and Assessment 8.1. Distribution of Scheduled Tribes in Madhya Pradesh in Relation to India The tribal population of Madhya Pradesh increased to 15,316,784 in 2011 from 12,233,474 in 2001.The decadal growth rate during this period is 25.20 percent. The trends in the population of the Scheduled Tribes by residence (total, Rural and Urban) for Census Years 1961- 2011 shows that the percentage of Scheduled Tribes Population in the Rural Areas (11.3 percent) much higher that Urban Population (2.8 percent). In Madhya Pradesh certain areas have been declared as scheduled area as Specified by the Scheduled Areas under the fifth Schedule of Indian Constitution2. List of Schedule Areas in Madhya Pradesh is provided in Appendix 6. The 8.61 percent of the Indian population is classified as ST. In comparison to the national figure, Madhya Pradesh has 14.7 percent of its populations classified as ST. The major tribes and list of scheduled V areas of Madhya Pradesh are classified in Appendix 7. Khargone district is coming under scheduled V area declared by Goverment of India,as per census 2011 district population(including rural and urban areas) is 18,73046 out of this scheduled tribe population is 7,30169(38.98%) and scheduled castes were 209091(11.16%), whereas the project town Khargone nagar palika is having only 9.11% of Scheduled tribe population. 8.2. Presence of Indigenous People. The identification of Indigenous people in project area done on the basis of secondary information: 1. Share of scheduled tribe population in project area as per census 2011 and 2. Declaration of scheduled V areas by Ministry of tribal welfare. On the basis of these two information the share of scheduled tribe and vulnerable composition in project area given in Table 8.1 and Khargone Nagar Palika is not coming under scheduled V area declared by GoI. Table 8.1: Social Composition in Khargone Town Social Composition Population Percentage of population SC 8816 7.59 ST 10583 9.11 Others 75482 83.3 Total Population of Town 116150 100 (Source: Census, 2011) The concentration of tribal population in particular areas were identified on the basis of wardwise population in 40 wards of KNP, detail of population given in Table 8.2. 2 Scheduled areas are autonomous areas within a state, administered federally, usually populated by a predominant Scheduled Tribe. 83 ESAReport: Khargone Water Supply Scheme Table 8.2: Wardwise detail of Scheduled Tribe population S.no Ward Total Total Male Female Total Male Female no. population population population of ward (Schedule (Schedule Tribe) caste) 1 01 1340 4 1 3 10 6 4 2 02 2162 32 32 0 18 12 6 3 03 2756 58 29 29 49 23 26 4 04 6625 322 165 157 868 441 427 5 05 8332 776 431 363 563 285 278 6 06 2052 1 0 1 42 22 20 7 07 2960 04 02 02 567 290 277 8 08 1071 05 02 03 0 0 0 9 09 926 0 0 0 0 0 0 10 10 2809 11 7 4 0 0 0 11 11 2920 374 119 255 193 60 133 12 12 4173 465 215 250 236 117 119 13 13 7295 1792 893 899 746 387 359 14 14 4570 908 514 394 267 172 95 15 15 1918 5 1 4 0 0 0 16 16 1488 0 0 0 0 0 0 17 17 2612 6 4 2 0 0 0 18 18 858 0 0 0 41 19 22 19 19 1744 1 1 0 45 21 24 20 20 1629 0 0 0 88 49 39 21 21 1624 12 06 06 175 78 97 22 22 1888 164 8 156 95 30 65 23 23 9739 134 64 70 87 51 36 24 24 1795 21 15 06 5 3 2 25 25 1561 31 16 15 28 17 11 26 26 1546 12 06 06 219 120 99 27 27 1742 41 21 20 23 11 12 28 28 4877 287 143 144 743 378 365 29 29 6189 1171 618 563 1027 536 491 30 30 4792 318 151 167 259 124 135 31 31 6396 29 14 15 49 26 23 32 32 2160 295 155 140 196 106 90 33 33 1905 158 72 86 465 225 240 34 34 1226 86 45 41 64 26 38 35 35 1807(OG) 469 291 178 274 147 127 84 ESAReport: Khargone Water Supply Scheme S.no Ward Total Total Male Female Total Male Female no. population population population of ward (Schedule (Schedule Tribe) caste) 36 36 3399 1011 526 435 1122 558 564 37 37 1212 325 158 167 167 85 82 38 38 900 743 401 342 29 14 15 39 39 568 173 95 78 39 19 20 40 40 584 339 181 158 17 11 6 Total 10583 8816 Source: Census 2011 The above table reflects that percentage of vulnerable is more than scheduled tribe, the major concentration of scheduled tribes are in ward 15 wards (04, 05, 11, 12, 13, 14, 28, 29, 30, 32, 35, 36, 37, 38 and 40) the rest wards have population. Assessment: An assessment done based on free, prior and informed consultations with the tribal communities in wards with higher Scheduled Tribes concentration was undertaken. 8.2. Public Consultation During the entire planning phase, an effort has also been made to help people understand the positive impacts and benefits from the project for them in terms of better connectivity and linkage with the surrounding areas, reduction in the problems, minimization of health risks through provisions of good services of quality supply, underpasses, median control and other design interventions, improvement in the economy of the people, better access to health, education facilities in the region. The process has helped in building confidence amongst the Indigenous people of different wards and mainstreamed them in the process and making them partners in the project. For consultation the wards selected on the basis of highest population of SC/ST in KNP. During consultation process it was ensured the participation of Tribal and vulnerable people. The number of Tribal and Vulnerable people participated in consultation given in table ward wise is presented in Table 8.3.: Table 8.3: Participation of ST/SC Population during Public Consultation WARD no. SC/ST Household Total M F 04 12 07 05 05 14 05 09 11 16 06 10 12 15 08 07 13 22 12 10 14 27 13 14 29 39 20 19 36 25 15 10 TOTAL 170 8.2.1. Key Issues Key issues identified in the public consultations is presented below. 85 ESAReport: Khargone Water Supply Scheme  Not getting sufficient drinking water, as in some wards are not having 100% piped supply and the supply is alternate days in KNP.  People complaint about contaminated water due to leakage in existing lines.  In summers due to scarcity of water livelihood of working men & women get hampered.  Demanded subsidy in water connection and user charges.  Safety measured during excavation must be ensured as some working couples leave their small children at home. 8.2.2 Interview and Meetings An enquiry was made with concerned department officials/representatives, running different social and economic welfare schemes for Tribal groups. Information gathered about socioeconomic, religious and culture status from officials .During discussion with officials it was found that tribal people mainly migrated from rural to urban areas for their livelihood and for education.They does not reflect primitive characters (like living in groups,culture and dialect). 8.3 Conclusion On the basis of social screening, identification, consultations and as per characteristics outlined in OP 4.10 indicated the identities and cultures of Indigenous peoples are inextricably linked to the lands on which they live and the natural resources on which they depend, both these circumstances, are not with ST people present in Khargone town, so on the basis of this criteria they are not categorized as Indigenous people, hence policy OP 4.10 not triggered for Khargone Water supply project.8.2.2. Other Vulnerable group population The scheduled castes, Women headed household, destitute & disabled considered as vulnerable groups. The population of Scheduled caste in Khargone comprises of 7.59% of total population. 8.4 Strategy The strategy for addressing concerns relating to tribal and vulnerable groups identified though through participation is presented below. This strategy is to be applied during implementation of the subproject. i) Consultations and information disclosure are to ensure that the priorities, preferences, and needs of the tribaland vulnerable groups have been taken into consideration adequately. With that objective in view, a strategy for consultation with tribal communities and their leaders will be developed so that these are conducted in a participatory manner. ii) The Beneficiaries tribal and vulnerablewill be actively engaged in all stages of the project cycle, including project preparation, and feedback of consultations will be reflected in the project design, followed by disclosure. Their participation in project planning will inform project design, the tribal and vulnerable should be convinced of their benefits from the project. The awareness material prepared will be translated into the local language and made available to them before implementation of the project. iii) Local CBOs/tribal community representatives will be involved in implementation and resolving all issues related to thetribal and vulnerable through consultation and facilitation by the ULB and PMU. The PMU/ULB will ensure adequate flow of funds for consultation and facilitation of planned activities. 86 ESAReport: Khargone Water Supply Scheme iv) The Schemes running by government of Madhya Pradesh for Vulnerable people, there participation will be ensured during project period. v) One project information disclosure (PID) brochure will be prepared, translated into a language understandable to the tribal people, and distributed among them. vi) Project Monitoring Indicators will be designed with project monitoring to monitor project impact as beneficiaries.The regular participation of will be ensured through the monitoring Indicators set with implementation monitoring. vii) GRM will be monitored regularly by the Grievance redressal committee at Project level and redressal process will be monitored on priority basis. 8.4.1 Inclusion of Tribal and Vulnerable Groups during Implementation The implementation comprise of gaining continued support of the Indigenous people tribal and vulnerable communities in the project area, during project implementation. Free prior informed consultations during implementation stage as mentioned will be carried out at two levels (i) for consultation with communities for broad support for the project; and (ii) for participation in capacity building and awareness generation activities for mainstreaming. 87 ESAReport: Khargone Water Supply Scheme 9. Conclusion and Recommendations The Environmental and Social Assessment (ESA) Study was carried out based on field assessments and public consultations with the community who are likely to benefit or to be affected by the proposed Project and the Proponent in compliance with the World Bank environmental policies and GoI , GoMP Regulations. The proposed sub-project is step towards providing water to the people of Khargone Town and in that case, there is overwhelming acceptance of the project by the local community. There are no environmentally sensitive areas (like forest, sanctuaries etc) in or near sub- project area. Also there are no archeological and historical protected areas/ sites within or near the town. There is no land acquisition is expected also no permanent adverse impacts on assests and livelihood is anticipated, hence no RAP is required as per ESMF. Only minor damage to road side properties and loss of income for certain days and locations during construction phase may be identified. Such impacts shall be assessed by D(R) BO contractor and this ESA and SMP will be updated and approved by MPUDC. As per Indigenous People Management Frame work (IPMF) quick social assessment is required to be carried out in the project area to identify indigenous people. No indigenous people were identified meeting the requirement of IPMF and hence, no separate IPP for this subproject is deemed required. However, a strategy for addressing concerns relating to tribal and vulnerable groups has been identified and is to be applied during subproject implementation. The subproject is unlikely to cause significant adverse impacts because: (i) most of the individual components involve straightforward construction and operation, so impacts will be mainly localized; (ii) in most cases the predicted impacts are likely to be associated with the construction process and are produced because the process is invasive, involving excavation, obstruction at specific construction locations, and earth movements; and (iii) being located mainly in the already constructed facilities and built-up area will not cause direct impact on terrestrial biodiversity values. The potential adverse impacts that are associated with design, construction, and operation can be mitigated to standard levels without difficulty through proper engineering design and the incorporation or application of recommended mitigation measures and procedures. The following recommendations are made with respect to the implementation of the proposed Khargone Water Supply Project:  That since the laying of pipeline from Pipari to Proposed Intake at Kunda River by NVDA is a linked activity for the sub project of MPUDP, the Environment and Social Management Framework for MPUDP will also be strictly adhered to during its construction.  That construction of all facilities in the proposed Project is carried out in accordance with approved plans, regulations, policies and laws.  That the Operation and Maintenance of the Water Supply should comply with the international Best Practices and the principles of environmental management including the principles of sustainability, prevention, precaution and public participation. 88 ESAReport: Khargone Water Supply Scheme 89 ESAReport: Khargone Water Supply Scheme Appendix Appendix 1: Screening Checklist 90 ESAReport: Khargone Water Supply Scheme 91 ESAReport: Khargone Water Supply Scheme 92 ESAReport: Khargone Water Supply Scheme 93 ESAReport: Khargone Water Supply Scheme 94 ESAReport: Khargone Water Supply Scheme 95 ESAReport: Khargone Water Supply Scheme Appendix 2: NVDA Letter for Details of Khargone WSS 96 ESAReport: Khargone Water Supply Scheme Appendix 3: Location of Proposed Sub-project on Survey of India Toposheet 97 ESAReport: Khargone Water Supply Scheme Appendix 4: Select Drawings of Proposed WSS 98 ESAReport: Khargone Water Supply Scheme 99 ESAReport: Khargone Water Supply Scheme 100 ESAReport: Khargone Water Supply Scheme 101 ESAReport: Khargone Water Supply Scheme Appendix 5: Photographs and List of Participants during Consultations Ward No. 01 1 Mr Deepak Choure 2 Mr Kailash avole 3 Mr Devram avole 4 Mr rivaram avole 5 Mr parvat avole 6 Mr dinesh sindore 7 Mr kamal singh 8 Mr subhash sindore 9 Mr antar sindore 10 Mr ramlal sindore 11 Mr sodhan sindore 12 Mr parsuram sindore 13 Mr lakhan sindore 14 Mr jitendra hirve 15 Mr manish hirve 16 Mr ganesh sindore 17 Mr yogesh avore 18 Mr balram avore 19 Mr pannalal avore 20 Mr prakash avore Ward No. 03 102 ESAReport: Khargone Water Supply Scheme 1 Lokesh bhavsar 2 Jmnntha mandloi 3 Bhart patedar 4 Baliram patrdar 5 Mukash patedar 6 Badre parshad patedar 7 Mahesh patedar 8 Chunelal patedar 9 Jidandr bhavsar 10 Lalu patedar 11 Ramesuwar patedar 12 Lkhan patedar 13 Heemnt patedar 14 Thulseram patedar 15 Pars patedar 16 Shuram patedar 17. Aashish patedar 18 Verandr patedar 19 Sunel jane Ward No. 06 1 Mr virendra singh bhadoriya 2 Mr ravindra tomar 3 Mr sintaram kushwah 103 ESAReport: Khargone Water Supply Scheme 4 Mr shubham shrivashtav 5 Mr aloke siduwar 6 Mr kamal singh 7 Mr chhaganlal 8 Mr bhavesh shukla 9 Smt reva kushwah 10 Mr bhimsingh chouhan 11 Mr laxman rai 12 Mr harindra Mishra 13 Mr rahul joshi 14 Mr tulsiram varma Ward No. 14 1 Mr sahid khan 2 Mr vajid ali sayad 3 Mr altaf khan 4 Mr idrish sekh 5 Mr mohammd ramij 6 Mr abhula khatri 7 Mr harut kahtri 8 Mr Abdullhak 9 Mr sarukh 10 Mr fejal khan 11 Mr jahir khan 104 ESAReport: Khargone Water Supply Scheme 12 Mr mujahit khan 13 Mr saluddin sekh 14 Mr vasuddin sekh 15 Mr parvej khan 16 Mr jakir khatri 17 Mr jumarkaruk khatri 18 Mr sahid bhopali Ward No. 15 1 Mr ayaj ali 2 Mr monish khan 3 Mr shay khan 4 Mr soheb khan 5 Mr ramjan khan 6 Mr Jaid ali 7 Mr mohmmad amisekh 8 Mr amjad khan 9 Mr napisingh 10 Smt kalo 11 Smt gola 12 Smt jeddisinh 13 Smt kamish sah 14 Mr rasul khan 15 smt mumtaj khan 105 ESAReport: Khargone Water Supply Scheme 16 smt sahida 17 Mr anish khan 18 Mr magbul bagwan 19 Mr sherkhan 20 Mr mehbub 21 Mr majudin Ward No. 17 1 Mr nilesh varma 2 Mr mirja 3 Mr rakesh yadav 4 Mr rajesh varma 5 Mr jagan yadav 6 Mr mahesh varma 7 Mr ajay dhangar 8 Mr manish 9 Smt manisha 10 Smt santoshi 11 Smt rekha 12 Smt Padma 13 Smt kiran 14 Smt kaveri 15 Smt santubai 16 Smt durgabai 106 ESAReport: Khargone Water Supply Scheme 17 Smt nisha 18 Mr krashnakant 19 Smt chhya joshi 20 Smt radhabai 21 Smt vahkorebai 22 Mr kishore varma 23 Mr shivam 24 Mr vinay 25 Mr lakhan yadav 26 Mr krashnalal 27 Mr sekhsalim Ward No. 19 1 Mr jitendra kevat 2 Mr jagdish alival 3 Mr hiralal chouhan 4 Mr shubham pal 5 Mr ganesh soniyar 6 Mr kanha ji 7 Mr rajendra 8 Mr Ankit sen 9 Mr rajeet pal 10 Mr pinkis soniyar 11 Mr rameshvar karma 107 ESAReport: Khargone Water Supply Scheme 12 Mr arjun chouhan 13 Mr mukesh sorya 14 Mr pramod soniyar 15 Mr gopal rao gomte 16 Mr anhomali 17 Mr anil patil 18 Smt sangeeta 19 Smt shital 20 Smt sarita 21 Smt sumitra 22 Mr rajendra patel Ward No. 20 1 Mr R.K telor 2 Mr nandkishore pandit 3 Mr badrilal pal 4 Mr raja parmar 5 Mr tisak patel 6 Mr antiya pure 7 Mr pramod manvade 8 Mr nilesh solanki 9 Mr pankaj soni 10 Mr santosh varma 11 Mr sunil pal 108 ESAReport: Khargone Water Supply Scheme 12 Mr jitendra sen 13 Mr nantu kevat 14 Mr babulal pal 15 Mr ravi pal 16 Mr sandeep pal 17 Mr ranjeet mane Ward No. 21 1 Mr santosh sajjan 2 Mr kailash 3 Mr Mahesh 4 Mr atul 5 Mr kamlesh 6 Mr jitendra karma 7 Mr gajendra yadav 8 Mr omprakash kumavat 9 Mr santosh 10 Mr mukesh 11 Mr rakesh kohli 12 Smt sushilabai 13 Smt dondibai 14 Smt ganubai 15 Smt shila 16 Smt gaytri 109 ESAReport: Khargone Water Supply Scheme 17 Smt durupta 18 Mr dharmendra dhangar 19 Mr jagan bihari 20 Mr mangilal kirade 21 Mr Mahesh pal 22 Mr mohit pal 23 Mr rakesh viplode 24 Mr sohan sirpure 25 Mr pankaj soni 26 Mr pramod mankhede 27 Mr rajesh karma 28 Mr sitaram pal 29 Mr trilok vithore 30 Mr ranjeeta mane Ward No. 28 1 Jithendr chopdha 2 Mr Radeshyam 3 Mr Dipes 4 Smt Suneeta bae 5 Mr Sundar bae 6 Smt Ladhke bai 7 Smt Laxmi bhi 8 Smt Sagar bai 110 ESAReport: Khargone Water Supply Scheme 9 Smt Anpudha bae 10 Smt Kiran sawla 11 Mr Theelok chopdha 12 Mr Vijay bhawsar 13 Mr Girish savla 14 Mr Dewandr aaherwar 15 Smt Anita gupta 16 Smt Veeshle patel 17 Smt Aasha patel 18 Mr Mukund patel 111 ESAReport: Khargone Water Supply Scheme 112 ESAReport: Khargone Water Supply Scheme 113 ESAReport: Khargone Water Supply Scheme 114 ESAReport: Khargone Water Supply Scheme Appendix 6: List of Tribal Communities in State of Madhya Pradesh as Provided by Ministry of Tribal Affairs, Government of India 1. Agariya 2. Andh 3. Baiga 4. Bhaina 5. Bharia Bhumia, Bhuinhar Bhumia, Bhumiya, Bharia, Paliha, Pando 6. Bhattra 7. Bhil, Bhilala, Barela, Patelia 8. Bhil Mina 9. Bhunjia 10. Biar, Biyar 11. Binjhwar 12. Birhul, Birhor 13. Damor, Damaria 14. Dhanwar 15. Gadaba, Gadba 16. Gond; Arakh, Arrakh, Agaria, Asur, Badi Maria, Bada Maria, Bhatola, Bhimma, Bhuta, Koilabhuta, Koliabhuti, Bhar, Bisonhorn Maria, Chota Maria, Dandami Maria, Dhuru, Dhurwa, Dhoba, Dhulia, Dorla, Gaiki, Gatta, Gatti, Gaita, Gond Gowari, Hill Maria, Kandra, Kalanga, Khatola, Koitar, Koya, Khirwar, Khirwara, Kucha Maria, Kuchaki Maria, Madia, Maria, Mana, Mannewar, Moghya, Mogia, Monghya, Mudia, Muria, Nagarchi, Nagwanshi, Ojha, Raj, Sonjhari Jhareka, Thatia, Thotya, Wade Maria, Vade Maria, Daroi 17. Halba, Halbi 18. Kamar 19. Karku 20. Kawar, Kanwar, Kaur, Cherwa, Rathia, Tanwar, Chattri 21. (Omitted) 22. Khairwar, Kondar 23. Kharia 24. Kondh, Khond, Kandh 25. Kol 26. Kolam 115 ESAReport: Khargone Water Supply Scheme 27. Korku, Bopchi, Mouasi, Nihal, Nahul Bondhi, Bondeya 28. Korwa, Kodaku 29. Majhi 30. Majhwar 31. Mawasi 32. Omitted 33. Munda 34. Nagesia, Nagasia 35. Oraon, Dhanka, Dhangad 36. Panika [in (i) Chhatarpur, Panna, Rewa, Satna, Shahdol, Umaria, Sidhi and Tikamgarh districts, and (ii) Sevda and Datia tehsils of Datia district] 37. Pao 38. Pardhan, Pathari, Saroti 39. Omitted 40. Pardhi, Bahelia, Bahellia, Chita Pardhi, Langoli Pardhi, Phans Pardhi, Shikari, Takankar, Takia [In (i) Chhindwara, Mandla, Dindori and Seoni districts, (ii) Baihar Tahsil of Balaghat District, (iii) Betul, Bhainsdehi and Shahpur tahsils of Betul district, (iv) Patan tahsil and Sihora and Majholi blocks of Jabalpur district, (v) Katni (Murwara) and Vijaya Raghogarh tahsils and Bahoriband and Dhemerkheda blocks of Katni district, (vi) Hoshangabad , Babai, Sohagpur, Pipariya and Bankhedi tah sils and Kesla block of Hoshangabad district, (vii) Narsinghpur district, and (viii) Harsud Tahsil of Khandwa district] 41. Parja 42. Sahariya, Saharia, Seharia, Sehria, Sosia, Sor 43. Saonta, Saunta 44. Saur 45. Sawar, Sawara 46. Sonr 116 ESAReport: Khargone Water Supply Scheme Appendix 7: List of Schedule Areas in Madhya Pradesh as Specified by the Scheduled Areas under the fifth Schedule of Indian Constitutions 1. Jhabua district 2. Mandla district 3. Dindori district 4. Barwani district 5. Sardarpur, Dhar, Kukshi, Dharampuri, Gandhwani and Manawar tahsils in Dhar district 6. Bhagwanpura, Segaon, Bhikangaon, Jhirniya, Khargone and Meheshwar tahsils in Khargone district 7. Khalwa Tribal Development Block of Harsud tahsil and Khaknar Tribal Development Block of Khaknar tahsil in Khandwa district 8. Sailana and Bajna tahsils in Ratlam district 9. Betul tahsil (excluding Betul Development Block) and Bhainsdehi and Shahpur tahsils in Betul district 10. Lakhanadone, Ghansaur and Kurai tahsils in Seoni district 11. Baihar tahsil in Balaghat district 12. Kesla Tribal Development Block of Itarsi tahsil in Hoshangabad district 13. Pushparajgarh, Anuppur, Barhi, Kotma, Jaitpur, Sohagpur and Jaisinghnagar tahsils of Shahdol district 14. Pali Tribal Development Block in Pali tahsil of Umaria district 15. Kusmi Tribal Development Block in Kusmi tahsil of Sidhi district 16. Karahal Tribal Development Block in Karahal tahsil of Sheopur district 17. Tamia and Jamai tahsils, patwari circle Nos. 10 to 12 and 16 to 19, villages Siregaon Khurd and Kirwari in patwari circle no. 09, villages Mainawari and Gaulie Parasia of patwari circle No. 13 in Parasia tahsil, village Bamhani of Patwari circle No. 25 in Chhindwara tahsil, Harai Tribal Development Block and patwari circle Nos. 28 to 36,41,43,44 and 45B in Amarwara tahsil Bichhua tahsil and patwari circle Nos. 05,08,09,10,11 and 14 in Saunsar tahsil, Patwari circle Nos. 01 to 11 and 13 to 26, and patwari circle no. 12 (excluding village Bhuli), village Nandpur of patwari circle No. 27, villages Nikanth and Dhawdikhapa of patwari circle no 28 in Pandurna tahsil of Chhindwara district. 117 ESAReport: Khargone Water Supply Scheme Appendix 8: Draft ESA Consultation and Disclosure Details Photographs of Draft ESA Consultation 118 ESAReport: Khargone Water Supply Scheme Public Disclosure 119 ESAReport: Khargone Water Supply Scheme Minutes of Draft ESA Consultation: 120 ESAReport: Khargone Water Supply Scheme 121 ESAReport: Khargone Water Supply Scheme 122 ESAReport: Khargone Water Supply Scheme 123 ESAReport: Khargone Water Supply Scheme 124 ESAReport: Khargone Water Supply Scheme 125 ESAReport: Khargone Water Supply Scheme Appendix 9: Punasa Canal Irrigation Project including Peepari Reservoir With an objective to provide irrigation facility in the West Nimar Area of Madhya Pradesh, Water Resource Department through Narmada Valley Development Authority, in the year 1996, prepared an ambitious scheme “Khargone Lift Canal”. This project envisaged irrigation of a Culturable Command area of 33140 Hectare and providing water to 151 villages and Khargone town. The various components envisaged include—Jack wells, Balancing Reservoirs, Rising Mains, Distribution networks, Peepari Reservoir etc. The project is based on the existing Indira Sarovar (Punasa) Dam. The project is to be executed in three stages with a total discharge of 8.29 Cumecs: Stage 1: This stage includes Lifting water from Punasa main canal near Ahirkheda Village through Jackwell to Balancing Reservoir of 6.127 MCM near Village Nimoni. The works of this stage are already complete. This stage has an irrigation potential of 9387 Hectare and water supply to 40 villages. Stage 2: This stage includes Lifting water from Punasa main canal near Ahirkheda Village through Jackwell to Reservoir of 9.765 MCM near Village Gopalpura. The works of this stage are almost complete. This stage has an irrigation potential of 11202 Hectare and water supply to 46 villages. Stage 3: This stage includes Lifting water from Punasa main canal near Ahirkheda Village through Jackwell to Reservoir of 7.727 MCM near Village Peepari. The works of this stage are in progress. This stage has an irrigation potential of 12551 Hectare and water supply to 65 villages. This stage also includes raw water supply to Khargone town through gravity pipe. The water will be supplied within the Kunda River. NVDA has also included the component of anicut within the banks of river Kunda near the existing WTP. The proposed height of the anicut is appx 2.0 m. The Peepari reservoir is 80% complete. The distribution pipes are being laid. Out of the total length of 8 km from Peepari to Khargone, pipe has been laid in appx 6km length. The lands required for various components, are already in possession of NVDA. 126