Madhya Pradesh Urban Services Improvement Project: Package 6D

Initial Environmental Examination

Document Stage: Draft Project Number: 42486-016 June 2016

IND: Madhya Pradesh Urban Services Improvement Program – Water Supply Improvement in Buxwaha, Hatta and Pawai

Package No: MPUSIP-6D

Prepared by Madhya Pradesh Urban Development Company, Government of Madhya Pradesh for the Asian Development Bank.

This initial environmental examination is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature.

In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.

Draft Initial Environmental Examination

June 2016

IND: Madhya Pradesh Urban Services Improvement Program –Subproject of Water Supply Improvement in Buxwaha, Hatta and Pawai (Package 6D)

Prepared by Project Management Unit, Madhya Pradesh Urban Development Company, Government of Madhya Pradesh for the Asian Development Bank

CURRENCY EQUIVALENTS (as of 1 Dec2015)

Currency unit – Conversion INR1.00 = $.0.015 $1.00 = INR 66.00

Abbreviations

AC – Asbestos Cement ADB – Asian Development Bank ASO – Assistant Safeguards Officer CFE – Consent for Establishment CFO – Consent for Operation CPCB Central Pollution Control Board EA – Executing Agency EAC – Expert Appraisal Committee EC – Environmental Clearance EHS – Environmental Health & Safety EIA – Environmental Impact Assessment EMP – Environmental Management Plan; GOI – Government of India GoMP – Government of Madhya Pradesh IA – Implementing Agency IEE – Initial Environmental Examination; NP – Nagar Parishad LPCD – Liters per Capita per Day MLD – Million Liters per Day MOEF – Ministry of Environment and Forest MPPCB – Madhya Pradesh Pollution Control Board MPUDC – Madhya Pradesh Urban Development Company Ltd. MPUSIP – Madhya Pradesh Urban Services Improvement Project NOC – No Objection Certificate OHT – Over Head Tank PE – Polyethylene PHED – Public Health Engineering Department PIU – Project Implementation Unit; PMC – Project Management Consultant PMU – Project Management Unit PO – Project Officer PWD – Public Works Department REA – Rapid Environmental Assessment Checklist RoW – Right of Way SEIAA – State Environmental Impact Assessment Authority SPS – Safeguard Policy Statement, 2009 UDHD – Urban Development and Housing Department ULB – Urban Local Body WHO – World Health Organization WRD – Water Resources Department WTP – Water Treatment Plant

WEIGHTS AND MEASURES C Degree Celsius km kilometre lpcd litres per capita per day mm milli meter m metre MLD million litres per day mm millimetre Nos Numbers sq.km Square Kilometer

TABLE OF CONTENTS

I. EXECUTIVE SUMMARY ...... 1 II. INTRODUCTION...... 6 A. Background ...... 6 B. Purpose of this IEE Report ...... 7 C. Report Structure ...... 8 III. DESCRIPTION OF THE PROJECT ...... 9 A. Project Area...... 9 B. Existing Water Supply Situation...... 9 C. Proposed Project...... 11 IV. POLICY, LEGAL AND ADMINISTRATIVE FRAMEWORK ...... 22 A. ADB Policy...... 22 B. National Environmental Laws ...... 22 V. DESCRIPTION OF THE ENVIRONMENT ...... 25 A. Methodology Used for Baseline Study ...... 25 B. Baseline Environmental Profile ...... 25 C. Subproject Site Environmental Features ...... 40 VI. aNTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES ...... 45 A. Pre-Construction Impacts – Design & Location...... 46 B. Construction Impacts ...... 50 C. Operation and Maintenance Impacts...... 51 D. Project benefits...... 52 VII. PUBLIC CONSULTATION AND INFORMATION DISCLOSURE ...... 53 A. Overview...... 53 B. Public Consultation ...... 53 C. Information Disclosure ...... 54 VIII. GRIEVANCE REDRESS MECHANISM ...... 55 A. Project Specific Grievance Redress Mechanism ...... 55 IX. ENVIRONMENTAL MANAGEMENT PLAN ...... 57 A. Implementation Arrangements...... 57 B. Environmental Management Plan...... 57 C. EMP Compliance Responsibilities ...... 74 D. Training Needs ...... 76 E. Monitoring and Reporting...... 77 F. EMP Implementation Cost ...... 78 X. CONCLUSION AND RECOMMENDATIONS ...... 79

LIST OF TABLES

Table 1: Proposed Water Supply Subproject Components ...... 12 Table 2: Applicable Environmental Regulations...... 23 Table 3: WHO Ambient Air& Noise Quality Guidelines ...... 24 Table 4: Baseline Environmental Features of the Subproject Towns...... 26 Table 5: Site Environmental Features - Buxwaha...... 40 Table 6: Site Environmental Features - Hatta ...... 41 Table 7: Site Environmental Features - Pawai ...... 43 Table 8: Water Source Selection & Sustainability...... 47 Table 9: Design Stage Environmental Management Plan ...... 59 Table 10: Pre-Construction State Environmental Management Plan ...... 60 Table 11: Construction Stage Environmental Management Plan ...... 63 Table12: Operation Stage Environmental Management Plan ...... 71 Table 13: Construction Stage Environmental Monitoring Plan ...... 72 Table 14: Operation Stage Environmental Monitoring Plan...... 73 Table 15: Outline Capacity Building Program on EMP Implementation ...... 76 Table 16: Cost Estimates to Implement the EMP ...... 78

LIST OF FIGURES

Figure1: Subproject location ...... 11 FIgure 2: Schematic Diagram of Proposed Water Supply System In Buxwaha...... 14 Figure 3: Schematic Diagram of Proposed Water Supply System In Hatta ...... 15 Figure 4: Schematic Diagram of Proposed Water Supply System In Pawai ...... 16 Figure 5: Typical Layout Plan / Section Of Intake Well In Buxwaha Town...... 17 Figure 6: Typical Layout Plan / Section Of Intake Well In Pawai Town...... 18 Figure 7: Conceptual Process Flow Diagram OfWtp In Buxwaha Town ...... 19 Figure 8: Typical Layout Plan Of Wtp In Hatta Town ...... 20 Figure 9: Layout Plan & Section of Weir At Pawai ...... 21 Figure 10: ...... 34 (A) BUXWAHA subproject area & environs...... 34 (B). BUXWAHA subproject area & environs ...... 35 Figure 11: ...... 36 (A). HATTA subproject area & environs ...... 36 (B). hatta subproject area & environs ...... 37 Figure 12: ...... 38 (A). PAWAI subproject area & environs ...... 38 (B). PAWAI subproject area & environs ...... 39

LIST OF APPENDIX

Appendix 1: REA Check list ...... 81 Appendix 2: National Ambient Air Quality Standards...... 91 Appendix 3: Vehicle Exhaust Emission Norms ...... 91 Appendix 4: National Ambient Air Quality Standards in Respect of Noise ...... 91 Appendix 5: EXTRACT FROM CONSTRUCTION & DEMOLITION MANAGEMENT RULES, 2016 ...... 92 Appendix 6: Salient Features of Major Labor Laws Applicable to Establishments Engaged in Construction of Civil Works ...... 99 Appendix 7: Drinking Water Standards ...... 101 Appendix 8: Salient Features of Buxwaha Tank for Buxwaha WSS subproject components ...... 103 Appendix 9: Annual rainfall pattern in the study area (Chhattarpur meteorological station) 104 Appendix 10: Surface water Quality (2016)-Buxwaha tank ...... 104 Appendix 11: Buxwaha Land Use ...... 105 Appendix 12: Buxwaha Population...... 105 Appendix 13: Buxwahaward-wise Population (2011)...... 105 Appendix 14: Surface water Quality (2016) –Sonar River ...... 106 Appendix 15: Hatta Town Population ...... 107 Appendix 16: Hatta Ward-wise Population...... 107 Appendix 17: Surface water Quality (2016)-Patne River ...... 107 Appendix 18: Capacity Detail of Weir on Patne ...... 108 Appendix 19: Pawai Landuse ...... 109 Appendix 20: Pawai Population ...... 109 Appendix 21: Pawai ward-wise Population ...... 110 Appendix 22: Stakeholder Consultations ...... 111 Appendix 23: Sample Grievance Registration Form ...... 127 Appendix 24: Sample Outline Spoils (construction waste) Management Plan ...... 128 Appendix 25: Sample Outline Traffic Management Plan ...... 129 Appendix 26: Sample Environmental Site Inspection Report ...... 136 Appendix 27: Quarterly Reporting Format for Assistant Safeguards Officer...... 138

I. EXECUTIVE SUMMARY

1. Government of Madhya Pradesh with loan funding from Asian Development Bank (ADB) has proposed to implement Madhya Pradesh Urban Services Improvement Project (MPUSIP), herein after referred as „the Project‟. Madhya Pradesh Urban Development Company Limited (MPUDC) shall be the Implementing Agency and the State Urban Development and Housing Department (UDHD) shall be the executing agency for the Project.

2. The Project components are as follows:

(i) Component 1: Improvements to water supply and sewerage services in identified towns  Continuous, pressurized, safe and sustainable drinking water through private household metered connections to 350,000 households with about 1.7million population resident in sixty-four towns in the State of Madhya Pradesh in Central India; and  Sewage and storm water collection and treatment services proposed initially in two (2) identified towns (Khajuraho and Rajnagar) servicing about 42,000 population resident in 8000 households;

(ii) Component 2: Institutional Strengthening  Capacity Building of implementing agencies (IAs), participating Urban Local Bodies (ULBs) and service utilities in contract management and service delivery for ensuring long term sustainability of services;  Setting up of geographic information system (GIS) based water and sanitation asset management and service delivery monitoring; and  Structured behavioral change campaigns to ensure the improvement in public health and cost recovery of service delivery.

(iii) Component 3: Project Management and Administration Support. This component will support the smooth and effective implementation and operation of the Project which includes expert support in Project design and implementation (design, procurement and Contract and Project Management, safeguards etc.), and project administration through Executing and Implementing Agencies.

3. The key outcome envisaged from the project is “effective urban water service delivery model rolled out in selective urban clusters of the State with the objective of achieving the following performance indicators by the year 2022.

4. The Subproject. Buxwaha, Hatta and Pawai are located respectively in the districts of Chhattarpur, Damoh and Panna of Madhya Pradesh state. These are small towns, recently upgraded to Nagar Parishad status, and population as per 2011 census was: Buxwaha-10216, Hatta- 32465 and Pawai-14465. Improvement of water supply in these three towns will be implemented under a single Design-Build-Operate (DBO) contract package. The objective of the subproject is to achieve safe and sustainable water services both in terms of services to customers, cost recovery, providing 100% coverage with continuous, pressurized and safe drinking water services and achieving progressively increasing cost recovery by expanding the coverage and increasing operating efficiency. The subproject includes the following civil works.

a. Buxwaha WSS project include following works- (i). Intake well of 5 m dia and 10.8 m height proposed at Buxwaha tank (Bhadbhada Dam) and Pumping Machinery at Intake Well at Bhadbhada Dam, Discharge-49 cum/hr, Head-29 m, 2 Nos., (ii). Raw

water transmission of 0.65 km length from Intake to WTP,(iii). Proposed Water Treatment Plant for 1.30 MLD near Buxwaha tank, (iv). Proposed Clear Water sump for 1.50 LL capacity at WTP head work near Buxwaha tank and Pumping Machinery at Proposed CWS at Main Headwork (Zone-1), Discharge-49 cum/ hr, Head-49 m, 2 Nos., (v). Clear water transmission of 1.8 km from WTP to existing OHT, (vi). Distribution network of 15.09 km length to cover 100% town, (vii). 6 bulk flow meters and; (viii). 2450 household connections.

b. Details Of Proposed Hatta WSS Head Works – (i). Proposed Intake Well at Sonar River and Pumping Machinery at Intake Well at Sonar River, Discharge-299 cum/hr, Head-109.0 m, 2 Nos., (ii). Raw water transmission of 8.117 km length, (iii). Proposed Water Treatment Plant for 3.50 MLD, (iv). Proposed Clear Water sump for 1.6 LL capacity at Zone-2 and Pumping Machinery at CWS at Proposed WTP headwork, Discharge-138 cum/hr, Head-28 m, 2 Nos., (v). Proposed OHT of 9.0 LL capacity for Zone-2, (vi). distribution network of 63.76 km length to cover complete town, (vii). 6 nos bulk floe meters and; (viii). 7875 nos household connections.

c. Pawai WSS project include following works – (i). Proposed weir of 120 m length and 3 m height on Patne river, (ii). Proposed Intake well for 3.7 MLD at Patne river and Pumping Machinery At Intake Well at Patne River, Discharge-133 cum/hr, Head-21.0 m, 2 Nos., (iii). Water Treatment Plant for 3.70 MLD, (iv). Clear Water sump for 3.5 LL capacity at WTP Headwork and Pumping Machinery at CWS for Zone-1 OHT & Zone-2 GSR, Discharge-74 cum/hr, Head-49 m, 2 Nos, Pumping Machinery at CWS for Kali Mata Temple, Discharge-108 cum/hr, Head- 20 m, 2 Nos.,(v).Proposed GSR of 2.00 LL capacity for Zone-2 , (vi). 32.92 km distribution network, (vii). 6 nos bulk flow meters and (viii). 3581 nos household connections.

5. Screening and assessment of potential impacts. ADB requires the consideration of environmental issues in all aspects of the Bank‟s operations, and the requirements for environmental assessment are described in ADB‟s Safeguard Policy Statement (SPS), 2009. As per the GoI EIA Notification, 2006, this subproject do not require EIA study or environmental clearance. The potential environmental impacts of the subproject have been assessed using ADB Rapid Environmental Assessment Checklist for Water Supply. Then potential negative impacts were identified in relation to pre-construction, construction and operation of the improved infrastructure.

6. Categorization. Based on results of the assessment and ADB SPS, the subproject is classified as environmental Category B, i.e., the subproject is judged to be unlikely to have significant adverse environmental impacts. An initial environmental examination (IEE) is required to determine whether significant environmental impacts warranting an environmental impact assessment are likely.

7. This IEE aims to (i) provide critical facts, significant findings, and recommended actions; (ii) present the national and local legal and institutional framework within which the environmental assessment has been carried out; (iii) provide information on existing geographic, ecological, social and temporal context including associated facilities within the subproject‟s area of influence; (iv) assess the subproject‟s likely positive and negative direct and indirect impacts to physical, biological, socioeconomic, and physical cultural resources in the subproject‟s area of influence; (v) identify mitigation measures and any residual negative impacts that cannot be mitigated; (vi) describe the process undertaken during project design to engage stakeholders and the planned information disclosure measures and the process for carrying out consultation with affected people and facilitating their participation during project implementation; (vii) describe the subproject‟s grievance redress mechanism for resolving complaints about environmental performance; (viii) present the set of mitigation measures to be undertaken to avoid, reduce, mitigate, or compensate for

3 adverse environmental impacts; (ix) to describe the monitoring measures and reporting procedures to ensure early detection of conditions that necessitate particular mitigation measures; and (x) identify indicative costs and who is responsible for carrying out the mitigation and monitoring measures.

8. Description of the Environment. The subproject components locations are in subproject towns of Buxwaha, Hatta and Pawai towns and their surroundings. The weir will be constructed across the river Patne, intakes will be located close to river bank and existing intake wells(Buxwaha and Hatta) on government lands, while the WTPs including clear water sumps will be also located close to the intakes where sufficient government land is available. These facilities are located outside the town, and are mostly surrounded by agricultural lands, and rivers/reservoirs. None of the components however located on any forest land. Rest of the components – water tanks, distribution lines, connections etc., will be located within the urban areas. 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 there are 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.

9. Potential environmental impacts. The subproject is unlikely to cause significant adverse impacts because: (i) relatively small scale as the population and water demand is minimal, (ii) the components will involve straightforward construction and operation, so impacts will be mainly localized; and (iii) predicted impacts are site-specific and likely to be associated with the construction process and are produced because the process is invasive, involving excavation and earth movements.

10. Environmental impacts as being due to the project design or location are not significant. The proposed water supply schemes include design of new water sources nearest surface water bodies, that include construction of weir (for Pawai). Considering good water availability and very small demand, it is assessed to be unlikely to have any significant issue of source sustainability. Given that weir is small structure with have limited & fixed height and submergence confined to river course with no direct water withdrawals, the impacts on downstream and ecosystem are likely to be insignificant. 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, conduct of construction works and presence of workers, vehicles may damage /disturb the sensitive areas. Necessary precautionary measures are suggested to avoid any impacts.

11. 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, minimization to acceptable levels. Operation phase impacts are likely to be insignificant.

12. Environmental Management Plan. An environmental management plan (EMP) has been developed to provide mitigation measures to reduce all negative impacts to acceptable levels. Locations and siting of the proposed infrastructures were considered to further reduce

4 impacts. These include (i) locating facilities on government-owned land to avoid the need for land acquisition and relocation of people; and (ii) laying of pipes in RoW alongside main/access roads, to reduce acquisition of land and impacts on livelihoods specifically in densely populated areas of the town.

13. The EMP includes design measures such as (i) design of small weir (Pawai town); (ii) wash water recovery for the WTP to reduce effluent to be discharged and safe sludge disposal (iii) energy efficient pumping equipment and (iv) quick leak detection and rectification to save the resources, etc. During construction, the EMP includes mitigation measures such as (i) implementation of traffic management plan in coordination with local traffic police to minimize traffic impacts; (ii) awareness campaigns and consultations to inform residents and businesses of potential disturbances; (iii) provision of walkways and planks over trenches to ensure access will not be impeded; (iv) use of noise-dampening measures in areas with sensitive receptors such as hospitals, schools, places of worships and other silence-zones; (v) use of dust-suppression methods such as watering and/or covering of stockpiles; and (vi) finding beneficial use of excavated materials to extent possible to reduce the quantity that will be disposed off. As for the O&M phase, facilities will need to be repaired from time to time, but environmental impacts will be much less than those of the construction period as the work will be infrequent, affecting small areas only. The design of the WTP includes dewatering and drying areas as part of sludge management. The EMP includes mitigation measures and monitoring plan to ensure compliance to environmental standards during O&M phase.

14. The EMP will guide the environmentally-sound construction of the subproject and ensure efficient lines of communication between Madhya Pradesh Urban Development Company (MPUDC), project management unit (PMU), project implementing unit (PIU), consultants and contractors. The EMP will (i) ensure that the activities are undertaken in a responsible non-detrimental manner; (i) provide a pro-active, feasible and practical working tool to enable the measurement and monitoring of environmental performance on site; (ii) guide and control the implementation of findings and recommendations of the environmental assessment conducted for the subproject; (iii) detail specific actions deemed necessary to assist in mitigating the environmental impact of the subproject; and (iv) ensure that safety recommendations are complied with. The EMP includes a monitoring program to measure the environmental condition and effectiveness of implementation of the mitigation measures. It will include observations on- and off-site, document checks, and interviews with workers and beneficiaries.

15. The contractor will be required to submit to PMU, for review and approval, a site environmental plan (SEP) including (i) proposed sites/locations for construction work camps, storage areas, hauling roads, lay down areas, disposal areas for solid and hazardous wastes; (ii) specific mitigation measures following the approved EMP; (iii) monitoring program as per SEP; and (iv) budget for SEP implementation. No works are allowed to commence prior to approval of SEP. A copy of the EMP/approved SEP will be kept on site during the construction period at all times. The EMP included in the bid and contract documents. Non-compliance with, or any deviation from, the conditions set out in this document constitutes a failure in compliance.

16. Consultation, disclosure and grievance redress mechanism. The stakeholders were involved in developing the IEE through discussions on-site and public consultation at several places in the town, after which views expressed were incorporated into the IEE and in the planning and development of the project. The IEE will be made available at public locations and will be disclosed to a wider audience via the ADB,MPUDC and PMU websites. The consultation process will be continued and expanded during project implementation to ensure that stakeholders are fully engaged in the project and have the opportunity to

5 participate in its development and implementation. A grievance redress mechanism is described within the IEE to ensure any public grievances are addressed quickly.

17. Implementation Arrangements. Urban Development and Housing Department (UDHD) of Government of Madhya Pradesh is the Executing Agency and Madhya Pradesh Urban Development Company (MPUDC) is the Implementing Agency. Project Management Unit (PMU) attached to MPUDC is responsible for implementation, and will be supported by Program Implementation Units (PIUs). Several teams of Design Consultants, and a Program Management Consultant (PMC),will support PMU & PIUs. Infrastructure will be designed, built, and operated by DBO contractor for 10 years, after which it will be transferred to ULBs. Project Officer (Environment) at PMU and Assistant Safeguard Officer (ASO) at each of the PIU will be responsible for environment safeguards tasks, and will be supported by PMC. Contractor personnel will include an Environment, Health and Safety (EHS) supervisor.

18. Monitoring and Reporting. The PMU and PMC will be responsible for monitoring. The PMDC will submit quarterly and semi-annual monitoring reports to PMU, and the PMU will review and send the semi-annual monitoring reports to ADB. ADB will post the environmental monitoring reports on its website.

19. Conclusions and Recommendations. The subproject is therefore unlikely to cause significant adverse impacts. The potential 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. Based on the findings of the IEE, there are no significant impacts and the classification of the project as Category “B” is confirmed. No further special study or detailed environmental impact assessment (EIA) needs to be undertaken to comply with ADB SPS (2009) or GoI EIA Notification (2006). Project will require permission of Water Resources Department (WRD) for water abstraction, weir /intakes construction, and consent of Madhya Pradesh Pollution Control Board (MPPCB) for WTPs. These permissions/approvals shall be obtained prior to award of contracts.

20. This IEE will be updated during the detailed design stage by the DBO contractor to reflect any changes, amendments and will be reviewed and approved by PMU.

II. INTRODUCTION

A. Background

2. The Project components are as follows:

(i) Access to piped water supply coverage increased to 95% of the households from 33% in 2015 in 64 towns; (ii) Women's drudgery for fetching water reduced by 80% (from spending an average of 55 minutes in 2015 to 10 minutes); (iii) Coverage of households with access to improved sanitation systems increased to 80% from 30% in 2015; (iv) Wastewater collection and/or safe sanitation service coverage increased to at least 80% of the households from 0% in 2015 in two towns;

(v) Incidence of water logging/flooding reduced to two incidents per annum in four towns; and (vi) Women access to functioning sanitation systems increased to 95% from 25% in 2015 (in poor settlements) in four towns

4. The key outputs envisaged from the project are:

(i) Output 1: Water supply infrastructure improved in 64 project towns and flood and sanitation infrastructure improved in two project towns with the following measurable indicators:  Improved water supply capacity of 186ml/day installed in 64 towns;  4,000 km water supply networks installed in 64 towns;  350,000 households provided with metered house connections including 100 government schools;  8 MLD sewage or septage treatment plants constructed; and  Installation of 120 km sewer and drainage mains and networks.

(ii) Output 2: Sustained urban infrastructure operation and management

 23 performance-based contract (PBC) operation and maintenance (O&M) water supply contracts for 64 ULBs signed and operated;  ULBs institute volumetric water charges for recovery of water service O&M costs  ULBs‟ water tariff collection ratio improved to 90% from 50% in 2014 based on the water meters‟ readings  100% operating cost recovery (excluding debt service) achieved;  GIS system established for effective O&M of water services

5. The subproject towns of Buxwaha, Hatta and Pawai area located in the North and North- east part of Madhya Pradesh state, and improvement of water supply in these three towns is one of the subprojects proposed under MPUSIP. The objective of the subproject is to achieve safe and sustainable water services both in terms of services to customers, cost recovery and conservation of precious water resources. The subproject envisages providing 100% coverage of population with continuous, pressurized and safe drinking water services and achieving progressively increasing cost recovery by expanding the coverage and increasing operating efficiency. The subproject includes civil works (weir, intake, WTP, raw and clear water transmission, storage tanks, distribution network, consumer connections and flow meters), project implementation and management, and non-physical investments. A detailed description of the components is provided in Section III.

B. Purpose of this IEE Report

6. ADB requires the consideration of environmental issues in all aspects of the Bank‟s operations, and the requirements for environmental assessment are described in ADB‟s Safeguard Policy Statement (SPS), 2009. The potential environmental impacts of the subproject have been assessed using ADB Rapid Environmental Assessment Checklist for Water Supply (Appendix 1). Then potential negative impacts were identified in relation to pre-construction, construction and operation of the improved infrastructure, and results of the assessment show that the subproject is unlikely to cause significant adverse impacts. Thus, this initial environmental examination (IEE) has been prepared in accordance with ADB SPS‟s requirements for environment category B projects.

7. This IEE is based on the detailed engineering report prepared by the MaRS team and will be finalized during implementation stage by DBO contractor to reflect any

8 changes and latest subproject designs. The IEE was based mainly on field reconnaissance surveys and secondary sources of information. No field monitoring (environmental) survey was conducted however, the environmental monitoring program developed as part of the environmental management plan (EMP) will require the contractors to establish the baseline environmental conditions prior to commencement of civil works. The results will be reported as part of the environmental monitoring report and will be the basis to ensure no degradation will happen during subproject implementation. Stakeholder consultation was an integral part of the IEE.

C. Report Structure

8. This Report contains the following nine (9) sections: (i) Executive summary; (ii) Introduction (iii) Description of the project (iv) Policy, legal and administrative framework (v) Description of the environment; (vi) Anticipated environmental impacts and mitigation measures; (vii) Public consultation and information disclosure; (viii) Grievance redress mechanism; (ix) Environmental management plan, and, (x) Conclusion and recommendation.

III. DESCRIPTION OF THE PROJECT

A. Project Area

9. Project area comprises the urban areas and surroundings of Buxwaha, Hatta and Pawai municipalities situated respectively in districts of Chhattarpur, Damoh and Panna, which forms North and North-eastern Madhya Pradesh state. Towns are located in adjoining districts, and in a distance range of about 80-100 km from each other. Population as per 2011 census are: Buxwaha-10216 (area= 183.18 Ha), Hatta- 32465 (area= 665 Ha) and Pawai-14465 (area= 620.49 Ha).These towns are located about 300-400 km from state capital Bhopal and are connected by highways and railways.

10. Subproject components are located within the urban and surroundings. While weir, intakes and WTPs are located outside the towns, all other components are located within the towns.

B. Existing Water Supply Situation

1. Buxwaha

11. Groundwater is source of water supply in Buxwaha. The source of water supply in the town is mainly tube well. The supply of water varies from ward to ward ranging from 15 LPCD to 20 LPCD depending upon the proximity to tube well and availability of the piped water supply. Unaccounted water supply through hand pumps and water tankers are also major source of supply to the households. There are currently only 395 private water connections as per NPP database, in addition to this there are 49 hand pumps and 18 open wells within the town premise. There are 25 public stand- posts available in the town and all are located in slums. It is estimated that about 0.10 MLD(25X9X60X8) water is produced using hand pumps.

12. There is no treatment available in the town and people are used to have ground water from wells and hand pumps directly for drinking and utility purposes. Though there is a lake available in the town, it is not found to be potable implying dependency on the ground water. The existing network of pipe line, which was laid couple of decades ago is totally in dilapidated situation. Water is distributed to separate water supply zones and areas through localized distribution networks from the 5 tube wells located at various parts of the town. There is two elevated service reservoir one is 88000 liters capacity very old and Second is 3.65 Lac Liters Capacity.

2. Hatta

13. Groundwater is the main source of water supply in the town. The present source of water for Hatta is Sonar River and bore wells. Sonar River is running adjoining to the town. Water from the river is being brought through pipelines to the town and after treatment treated water is supplied to the people. The water filtration plant is located at about 0.5 km from the city and is maintained by the municipality. Its capacity is 4 MLD. The Nagar Palika has an following water works facilities based on Sonar River Surface source. 1. Intake Well of 5.0 m dia and 20 m (67 ft) depth, constructed before 30 year.

2. Pumping Machineries

3. CI Raw water Rising main from Intake well to WTP.

4. 4.0 MLD cap. Rapid sand Filteration Plant (WTP) in working.

5. Clear Rising Main 300 mm dia 2900 m CI pipe from WTP to OHT.

6. Over Head RCC Tank-cap.16.3 LL & 20 m ht.

7. Distribution network systems covering 44 % town

8. 2900 approx. no of House Connection About 44 % of total present population is covered with above facilities. Remaining around 56 % population is depend on Tube well and Hand pump water. The present water supply in the city is only for 45 minutes on alternate days, which is a very serious problem for the city. The per capita water available in Hatta is only 45 Lpcd, which is much lower than the CPHEEO norm of 135 lpcd.

3. Pawai

14. Groundwater is the main source of water supply in the town. The town gets water supply from the tube wells. Water is supplied through pipes at spot source from the tube wells. A significant volume of ground water is also extracted through a network of bore-wells and hand pumps. The quality of groundwater is fairly good but the groundwater level is depleting rapidly due to abiding of laws. The current groundwater level is at 80 to 100 ft. PNP is in charge of operations and maintenance. There is only one Over Head Tanks (OHTs) in ward no 9 with a capacity of 1.34 Lakh Litter & other is Gravity Service reservoir (GSR) in ward no 1with a capacity of 5.25 Lakh Liter. Presently the water supply is being provided to the population at the rate of less than 30 Liter Per Capita Daily (LPCD) from 7:00 AM to 9:00 AM which is far less than the minimum needs. There are 1460 houses are connected with water supply with 15 Public Stand Post & 56 Hand Pumps in the town (Source: - Pawai Augmentation water supply schemes). The water charged is at fixed rate at Rs. 25 per month for residential.

15. There is 1 OHT & One GSR in the city. The water is supplied by gravity flow from OHT. The distribution pipelines are very old with Cast Iron (CI) pipes. In many areas these pipes are in dilapidated conditions and losses through leakage are very high. There are 4 pumping station in the town which serve water in different wards. Jasganpura tube well , Daua Kaun ward no 9, Semra wala maharaja house in ward no 13 & lehardariya Kaun Pumping station is in ward no 14 direct supply from tube well. On other hand, Nagar Parishad has installed hand pump in every wards. There are approx. 56 hands Pumps & 35 well which serve the population of Pawai. There is no water pipeline in ward no 4 & 6. There are partially having water pipe line in ward no 1, 5, 7 & 8. Ward no 2, 3, 4, 9, 10, 11, 12, 13, 14 & 15 are serves fully water pipe line supply system. There are 509 old connection & 515 new water connection the town. After implementation of water augmentation schemes 45 LPCD is supplied through water pipeline.

FIGURE1: MP STATE MAP WITH SUBPROJECT TOWN LOCATIONS

11. Overall, the current water supply systems in the towns face similar issues predominantly resulting from receding groundwater sources, low coverage and unreliable supply, inadequate infrastructure and heavy water losses.

C. Proposed Project

12. As part of this project, it is proposed to develop comprehensive water supply schemes in each of the three project towns. Proposals include new water sources, treatment facilities, storage reservoirs, pumping, transmission and distribution infrastructure. Project will also provide consumer connections with flow meters. Bulk flow meters are proposed at strategic locations to monitor the system performance efficiency.

13. Following Table 1 shows the proposed water supply systems along with nature and size of components in three subproject towns. Figure 2 to Figure 9 show the proposed water systems, component layouts etc.

14. Project benefits. The subproject aims to achieve safe and sustainable water services both in terms of services to customers, cost recovery and conservation of precious water resources. The subproject will provide continuous, pressurized and safe drinking water services to entire population of the towns (100% coverage). Besides achieving progressively increasing cost recovery by expanding the coverage and increasing operating efficiency, the subproject will improve the overall environmental quality of the town. It will reduce the reduced time and costs of households in accessing alternative sources of water, and will lead to better public health particularly reduction in waterborne and infectious diseases.

Table 1: Proposed Water Supply Subproject Components Particulars Buxwaha Hatta Pawai I. Water demand 1 Base year (2016) 0.88 MLD 5.41 MLD 2.13 MLD 2 Commissioning year 1.08 MLD 6.56 MLD 2.91 MLD (2018.) 3 Design year (2048) 1.24 MLD 7.42 MLD 3.64 MLD II. Source 1 Alternatives Buxwaha Tank Sonar river Patne river 2 Selected source Buxwaha Tank (Bhadbhada) Sonar River Patne River Proposad Intake well at Bhadbhada Dam Proposed Intake Well for Hatta Town. A weir (Weir) to retain water and an for 1.30 MLD. intake. III. Proposed system 1 From source to Raw water abstraction from Buxwaha Raw water abstraction from Sonar river Raw water abstraction from Patne river consumer supply Tank → raw water transmission → raw water transmission (pumping)→ → raw water transmission (pumping) → (pumping) → treatment → clear water treatment → clear water transmission → treatment → clear water transmission transmission (pumping) → storage → storage → distribution → house (pumping) → storage → distribution → distribution → house connections with connections& meters connections& meters meters IV. Proposed components 1 Water intake Intake well (5m dia, 10.8 m deep in RCC) Proposed Intake Well for Hatta Town. River Ponding Strucutre (120 m Length, Location: Buxwaha Tank (Bhadbhada) Location: River Sonar located at 8 km 3m depth) situated near by Municipal boundary south of the town. Intake well is proposed Intake well (6 m diameter, 10.31m deep at Sonar river (natural Pool). in RCC) Location: Proposed Weir on Patne river. 3 Raw water 650 m length - 150 mm dia DI pipe 8117 m length - 355.6 mm MS pipe, 250 250 m length - 250 mm dia DI pipe transmission From intake to WTP; (Govt. land) and 350 mm dia DI K9 pipe From raw water Intake wellto WTP (Govt. From raw water IW to WTP land) 4 WTP Capacity:1.3 MLD Capacity: 3.50 MLD Capacity:3.7 MLD Process/components (same for all towns): Coagulation &flocculation, sedimentation, rapid gravity filtration, chlorination, wash water recovery, sludge drying beds, tube settlers & miscellaneous infra (compound wall, landscaping, lighting, rest rooms etc)

Location: On a government land (2 ha Location: On a government land (1 ha, Location: On a government land (0.4 ha, available) in southern outskirts of the Govt land) in the town boundary Govt land) in the town boundary town near the intake

Particulars Buxwaha Hatta Pawai 5 Pumping Machinery  Pumping Machinery at Intake Well at  Pumping Machinery At Intake Well at  Pumping Machinery At Intake Well at Bhadbhada Dam, Discharge-49 Sonar River, Discharge-299 cum/hr, Patne River, Discharge-133 cum/hr, cum/hr, Head-29 m, 2 Nos. Head-109.0 m, 2 Nos. Head-21.0 m, 2 Nos.  Pumping Machinery at Proposed CWS  Pumping Machinery at CWS at  Pumping Machinery at CWS for Zone-1 at Main Headwork (Zone-1), Proposed WTP headwork, Discharge- OHT & Zone-2 GSR, Discharge-74 Discharge-49 cum/hr, Head-49 m, 2 138 cum/hr, Head-28 m, 2 Nos cum/hr, Head-49 m, 2 Nos., Nos.  Pumping Machinery at CWS for Kali Mata Temple, Discharge-108 cum/hr, Head- 20 m, 2 Nos. 5 Reservoirs / tanks Clear water sump at WTP 1 nos Clear water sump at WTP (1.6 LL) 1 - Clear water sump at WTP (3.5 LL) Capacity: 1.5 lakh liter (1.5 LL) 1 proposed OHT of 8.90 LL 1 - GSR (2.0 LL) Location: on government owned lands Location: on government owned lands Location: on government owned lands 6 Clear water 1.8 km - 150 mm dia DI pipe 50 m – 250 mm dia DI pipe 2.6 km – 150 and 200 mm dia DI pipe transmission From the clear water sump (at WTP) to From the clear water sump (at WTP) to From the clear water sump (at WTP) to the existing OHT (in the middle of the service reservoirs service reservoirs town), along the main roads. Location: Government owned lands and Location: Government owned lands and along public roads along public roads 7 Distribution network 15.09 km – 75 mm to 315 mm HDPE and 63.76 km – 75 mm to 315 mm HDPE, 350 32.92 km – 75 mm to 315 mm HDPE 350 mm DI pipe to 450 mm Dia DI K9 pipe Location: Along the public roads in the Location: Along the public roads in the Location: Along the public roads in the entire town. entire town. entire town. 8 Bulk flow meters 3 nos – meters will be fixed on the 6 nos – meters will be fixed on the 3 nos – meters will be fixed on the pipeline at strategic locations (intake, pipeline at strategic locations (intake, pipeline at strategic locations (intake, WTP, OHT etc) WTP, OHT etc) WTP, OHT etc) 9 Consumer connects 2470 nos – at each house in the town 7875 nos – at each house in the town 3,581 nos – at each house in the town with meters

FIGURE 2: Schematic Diagram of Proposed Water Supply System in Buxwaha

Figure 3: Schematic Diagram of Proposed Water Supply System in Hatta

Figure 4: Schematic Diagram of Proposed Water Supply System Pawai

Figure 5: Typical Layout Plan / Section of Intake Well in Hatta Town

Figure 6: Typical Layout Plan / Section of Intake Well In Pawai Town

Figure 7: Conceptual Process Flow Diagram of WTP in Buxwaha Town

Figure 8: Typical Layout Plan of WTP in Hatta Town

Figure 9: Layout Plan & Section of Weir at Pawai

IV. POLICY, LEGAL AND ADMINISTRATIVE FRAMEWORK

A. ADB Policy

15. ADB requires the consideration of environmental issues in all aspects of ADB‟s operations, and the requirements for environmental assessment are described in ADB SPS, 2009. This states that ADB requires environmental assessment of all ADB investments.

16. Screening and categorization. The nature of the environmental assessment required for a project depends on the significance of its environmental impacts, which are related to the type and location of the project; the sensitivity, scale, nature, and magnitude of its potential impacts; and the availability of cost-effective mitigation measures. Projects are screened for their expected environmental impacts, and are assigned to one of the following four categories:

(i) Category A. Projects could have significant adverse environmental impacts. An EIA is required to address significant impacts. (ii) Category B. Projects could have some adverse environmental impacts, but of lesser degree or significance than those in category A. An IEE is required to determine whether significant environmental impacts warranting an EIA are likely. If an EIA is not needed, the IEE is regarded as the final environmental assessment report. (iii) Category C. Projects are unlikely to have adverse environmental impacts. No EIA or IEE is required, although environmental implications are reviewed. (iv) Category FI. Projects involve a credit line through a financial intermediary or an equity investment in a financial intermediary. The financial intermediary must apply an environmental management system, unless all projects will result in insignificant impacts.

17. Environmental management plan. An EMP, which addresses the potential impacts and risks identified by the environmental assessment, shall be prepared. The level of detail and complexity of the EMP and the priority of the identified measures and actions will be commensurate with the project‟s impact and risks.

18. Public disclosure. ADB will post the safeguard documents on its website as well as disclose relevant information in accessible manner in local communities:

(i) for environmental category A projects, draft EIA report at least 120 days before Board consideration; (ii) final or updated EIA and/or IEE upon receipt; and (iii) environmental monitoring reports submitted by the implementing agency during project implementation upon receipt.

B. National Environmental Laws

19. Environmental assessment. The GoI EIA Notification of 2006 (replacing the EIA Notification of 1994), sets out the requirement for Environmental Assessment in India. This states that Environmental Clearance (EC) is required for specified activities/projects, and EC must be obtained before any construction work or land preparation (except land acquisition) may commence. Projects are categorized as A or B1 or B2 depending on the scale of the project and the nature of its impacts. None of the components of this water supply subproject falls under the ambit of the EIA Notification 2006, and, therefore no category assigned, and thus no EIA study and EC required for the subproject.

20. Applicable environmental regulations. Besides EIA Notification 2006, there are various other acts, rules, policies and regulations currently in force in India that deal with environmental issues that could apply to infrastructure development. The specific regulatory compliance requirements of the subproject are shown in Table 2.

Table 2: Applicable Environmental Regulations Law Description Requirement Madhya Prepared in accordance with the National Water Permission of WRD, GoMP: Pradesh State Policy, it states that “for environmental balance,  Construction of weir (Pawai) Water Policy, skillful and planned management of all types of and intakes (River Patne at 2003 developmental activities, economic use on Pawai, Sonar river for Hatta) equitable basis and in view of the prime  Water allocation / importance of water for all human and other abstraction from Bhadbhada living beings, an effective and sound water dam for Buxwaha policy is necessary”.  WRD permission is obtained Policy is detailed in 17 sections dealing with for all the three towns. 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” Water Act was enacted to provide for the prevention WTPs require CTE (prior to start (Prevention and and control of water pollution and the of constriction) and CFO (prior to Control of maintaining or restoring of wholesomeness of start of operation) from MPPCB. Pollution) Act of water, by Central and State Pollution Control 1974, Rules of Boards and for conferring and assigning to Application has to be submitted 1975, and CPCB/SPCBs powers &functions relating to online at amendments water pollution control. http://www.mppcb.nic.in/xgn.html

Control of water pollution is achieved through administering conditions imposed in consent issued under to this Act. These conditions regulate the quantity and quantity of effluent, the location of discharge and the frequency of monitoring of effluents. Any component of the subproject having the potential to generate sewage or trade effluent will come under its purview. Such projects have to obtain Consent to Establish (CTE) & Consent to Operate (CTO) under Section 25 from Madhya Pradesh Pollution Control Board (MPPCB) Environment Emissions and discharges from the facilities to Appendix 2 provides applicable (Protection) be created or refurbished or augmented shall standards for ambient air quality. Act, 1986 and comply with the notified standards Appendix 3 provides vehicular CPCB emission norms Environmental Standards. Noise Pollution Rule 3 of the Act specifies ambient air quality Appendix 4 provides applicable (Regulation and standards in respect of noise for different noise standards. Control) Rules, areas/zones. 2000 amended up to 2010. Municipal Solid Rules to manage municipal solid waste Solid waste generated at Wastes generated; provides rules for segregation, proposed facilities shall be

Law Description Requirement Management storage, collection, processing and disposal. managed and disposed in Rules, 2016 accordance with the MSWM Rules Construction & Rules to manage construction & to waste Construction & demolition waste Demolition resulting from construction, remodeling, repair generated from the project Waste and demolition of any civil structure. Rules construction shall be managed Management define C&D waste as waste comprising of and disposed as per the rules Rules, 2016 building materials, debris resulting from (Appendix 5) construction, re-modeling, repair and demolition of any civil structure. Labor Laws The contractor shall not make employment Appendix 6 provides applicable decisions based upon personal characteristics labor laws including unrelated to job requirements. The contractor amendments issued from time to shall base the employment relationship upon time applicable to equal opportunity and fair treatment, and shall establishments engaged in not discriminate with respect to aspects of the construction of civil works. employment relationship, including recruitment and hiring, compensation (including wages and benefits), working conditions and terms of employment or retirement, and discipline. The contractor shall provide equal wages and benefits to men and women for work of equal value or type.

21. ADB SPS Requirements. During the design, construction, and operation of the project the PMU and PIUs are required to apply pollution prevention and control technologies and practices consistent with international good practice, as reflected in internationally recognized standards such as the World Bank Group‟s Environment, Health and Safety Guidelines. These standards contain performance levels and measures that are normally acceptable and applicable to projects. When Government of India regulations differ from these levels and measures, the PMU and PIUs will achieve whichever is more stringent. If less stringent levels or measures are appropriate in view of specific project circumstances, the PMU and PIUs will provide full and detailed justification for any proposed alternatives that are consistent with the requirements presented in ADB SPS. International acceptable air and noise quality guidelines are provided below:

Table 3: WHO Ambient Air& Noise Quality Guidelines

V. DESCRIPTION OF THE ENVIRONMENT

A. Methodology Used for Baseline Study

22. Data collection and stakeholder consultations. Data for this study has been primarily collected through literature survey, discussion with stakeholder agencies, and field visits to the proposed subproject sites.

23. The literature survey broadly covered the following:

(i) Project details, reports, maps, and other documents prepared by technical experts of design consultant team (ii) Discussions with technical experts, municipal authorities, and relevant government agencies like WRD, MPPCB, etc. (iii) Secondary data from previous project reports & published articles, if any, and (iv) Literature on land use, soil, geology, hydrology, climate, socioeconomic, and planning documents collected from Government agencies and websites.

24. Ocular inspection. Several visits to the project sites were made during IEE preparation period in 2015-16 to assess the existing environment (physical, biological, and socioeconomic) and gather information with regard to the proposed sites and scale of the proposed project. A separate socioeconomic study was conducted to determine the demographic information, existing service levels, stakeholder needs and priorities.

B. Baseline Environmental Profile

25. Following Table 4, presents the baseline environmental profile of subproject towns of Buxwaha, Hatta and Pawai. It is organized in terms of physical, ecological, economical, and socio cultural resources. Relevant data tables, further information, if any, is provided in appendices for further reference.

Table 4: Baseline Environmental Features of the Subproject Towns Baseline Buxwaha Hatta Pawai characteristics Location Buxwaha is a town and a Nagar 1. Hatta is the biggest Tahsil in Damoh Pawai is located in Panna District of Parishad in Chhatarpur district in the Madhya Pradesh which is bounded by district in Sagar division in the state of state of Madhya Pradesh, India. It is Panna District headquarter in the North, the administrative headquarters of Madhya Pradesh. It is also head Satna district in the east; Damoh in Buxwaha Taluk, and known for its quarters of Hatta tehsil. This town is South- west and Katni in the south. diamond mining.Buxwaha is one of situated on Damoh Panna state District Panna is famous for its diamond the municipality that falls under mines located in a belt of about 80 km highway. It is nearly 38 km away from thesouth-western part of the district across the town. Pawai is located at 0 0 Chhatarpur, Madhya Pradesh and is the district headquarter Damoh and 24 16‟12” N latitude and 80 10‟12”E located between Latitude 24°15‟N 100 km away from the Panna. Hatta is longitudes. atitude- 79°17‟E Longitude and well served with road connectivity and adjacent to Uttar Pradesh. with other towns of the state.

Connectivity City has fair connectivity with the regional There are three major roads SH-51, SH- Pawai is located on Panna-Katni road i.e. headquarter sagar and district State Highway-10. Pawai is at a distance 49 and MDR-49 around the city which headquarters Chhatarpur. National of 60 Km from district headquarter Panna highway 34 passes nearby the city linking has major influence on transportation and 105 Km from Satna by road and with other parts of the district and state. system but internal roads are not in good around 110 Km from Khajuraho. The However, buxwaha is no exception in case regular bus services available from district condition and they are inaccessible by of rail connectivity as the nearest railway head quarter to town. State Highway (SH) heavy vehicles. There is no railhead at station is aslana in Sagar district which is No. 10 & Major District Roads49 (MDR) Hatta; the nearest railhead is at Damoh 50km away from the city. The nearest civil passes through the town. airport is at Khajurahoo which is about 114 km from the town. Area & Population Buxwaha Nagar Parishad extends to an Hatta Nagar Palika extends to an area of Pawai Nagar Parishad extends to an area area of 14.73 sq. km, divided into 15 6.28 sq. km, divided into 15 wards, and of 6.20 sq. km, divided into 15 wards, and wards, and houses population of 10216 houses population of 32465 (2011 census) houses population of 14465 (2011 census) Topography Topography of the town is almost flat and Much of the District‟s topography consist of Topography of the town is almost flat and highest and lowest spots in the town differ open pains with varying degrees of fertility, highest and lowest spots in the town differ by about 6 meters only. In general water with low ranges and isolated heights by about 10 meters. table is available at about 12meters below breaking up the pattern. Exceptions to this ground level with a seasonal variation of are in the south and east part of the about 5.00 meters district, where there are spotted places of

Baseline Buxwaha Hatta Pawai characteristics surrounding hills and patches of jungle that break up the region. The richest tracts lie in the center of the district, where much of the agriculture is found. Soils & geology The soils in the district are generally of The soils of Pawai are ferruginous & classified in four groups viz an alluvial Black cotton soil is found in the Damoh clayey. The soil in region fall into two soil which occurs in north eastern part of plateau, which belongs to the Vindyachal- categories: red and black soils. Red soil, the district. Red and yellow soil in north Baghelkand region, and is part of a series locally called pathari, are found over eastern parts mixed red & black yellow of stepped plateaus girdled by massive hill granites, from which it is derived, and is soil in central part and medium black ranges called Bharner and Kaimur. A part seen in shades of brown, yellow or grey, soil in the south western extreme of the of this upland, traversed by a river called depending on the iron content. The soil is Sonar, is relatively level. rich in potash, but has poor phosphate and district. nitrogen constituents. Climate The cold season which is categorized as The climate of this district is characterized Climate plays a vital role in determining the December to February is followed by hot by a hot summer and general dryness landforms and the productivity of season from March to middle of June. except during the south-west monsoon ecosystems. Rainfall, temperature and season. The year may be divided into four The period from middle of June to winds are the principal climatic factors that September is categorized as south west seasons. The cold season from December to February is followed by the summer significantly shape the physical setup in monsoon season. October and this area. Pawai has subtropical climate November is categorized as post from March to mid-June. The period from characterized by hot summer, wet monsoon or transition period. The mid-June to about the end of September is nearest IMD observatory for Buxwaha the south-west monsoon season. October monsoon and dry winter. and November constitute the postmonsoon town is in Nowgaon. The average maximum temperature season. In the cold season the town is The normal annual rainfall is 548 mm, recorded during the month of May is 45.3 affected by cold waves in the rear of which is lowest in the entire Chhatarpur C, and minimum during the month of passing western disturbances and the December is 4o C. The average annual district. The town receives maximum minimum temperature occasionally drops rainfall during south west monsoon mean maximum and minimum temperature down to about a couple of decrease below of Panna is 31.6 C and 18.2 o C period i.e. June to September the freezing point of water and frost respectively.The average annual rainfall of The normal maximum temperature occurs.From March temperature increases district is 1238 mm.The region receives received during the months of April, July rapidly,May is the hottest month with the o maximum rainfall during southwest and September is 21 C & minimum mean daily maximum temperature at 41.5 monsoon period from June to September. during the month of February is 8oC. The degree Celsius and the mean daily normal annual means maximum & minimum temperature at 25.8 degree minimum temperature of Buxwaha town Celsius. The average rainfall of Hatta is 21oC and 17oC respectively. district is around 800 mm.

Baseline Buxwaha Hatta Pawai characteristics Surface water Buxwaha Tank (Bhadbhada Lake) is Sonar river is surface source for the town Patne river is surface source for the town surface source for the town having total and River water quality is good and all the and River water quality is good and all the catchment area is 6 sq. km and Dead parameters are within the drinking water parameters are within the drinking water storage is 0.21MCM. standards except the bacteriological standards except the bacteriological This tank is constructed on river which is parameters (Appendix 14). parameters (Appendix 17). non-perennial, and flow fluctuates There are no major water bodies exist There are no major water bodies exist considerably through the year, with high within the town except small ponds. within the town except small ponds. flow in monsoon months, which gradually reduces and ultimately to a no-flow period of about 2-3 months during the summers (April – June). There is no any Weir exists at U/S or D/S side in the at Buxwaha town.

Water quality is good (Appendix 10) Numerous ponds are located in the town and drains flows across the town. These surface water bodies play a vital role in enhancing the proportion of water body in the town. Groundwater As per CGWB report,about 65% of the Damoh district is underlain mainly by The city has a water table just 30 -40 ft district is occupied by Bundelkhand granite Vindhyan Shale, Limestone and Sandstone. below ground level and landscape is green in northern & north central part with a thin Dynamic ground water resources of the throughout the year. Water pollution soil cover. All blocks of the district in district have been estimated for base year - includes both surface water pollution and command area are categorized as safe 2008/09 on block-wise basis. There are ground water pollution. There is no data blocks. Bijawar , Gaurihar and Loundi seven number of assessment units (block) availability regarding surface water quality status and pH value variations in the blocks in non command sub units are safe. in the district which fall under non- existing water bodies. Badamalhara, Buxwaha, Chhatarpur, command (99 %) and command (1.% Nowgaon and Rajnagar are under semi Damoh, Jabera and Tedukheda) sub units. critical highest stage of ground water Batiyagarh, Damoh, Jabera, Patera and development is computed as 93 % for Tedukheda blocks of the district are Chhatarpur Block. categorized as safe blocks, Hatta and Dependence on ground water continues to Pathariya as semi critical (all safe in be high. Apart from the municipal bores, a 2003/04). The EC value ranges from 166- large number of private bores have been 2100,NO3 value ranges from 6-59,Fluoride

Baseline Buxwaha Hatta Pawai characteristics installed in various parts of the town. This value ranges from 0.02-0.93. The total has seriously affecting the ground water hardness of the groundwater in the district level, which is depleting at the rate of 3 to is under safe limit as per BIS standards. 4m annually. The fluctuation of groundwater level is between 3-5m in Hatta town. Air quality No air quality data available, however, No air quality data available, however, No air quality data available, however, there are no air pollution sources, except there are no air pollution sources, except there are no air pollution sources, except the dust, which is mainly due to dry the dust, which is mainly due to dry the dust, which is mainly due to dry weather, activities like traffic movement. weather, activities like traffic movement. weather, activities like traffic movement. Ecological Chhatarpur district is blessed with natural The two forested zones of the district lie The Pawai Nagar Parishad area is resources in the form of ponds, rivers and separated by the cultivated valley of the surrounded by forest, foothills & agriculture forest cover. Total forest area of the district River Sonar, called the Haveli. The forests fields. Town had been grown in the North is 659.52 Sq Km, but no forest area comes of Fatehpur range on the North Western and South side of the town. Other side of under proposed subproject. The major plateau are poorer than the Southern the town is having natural barrier i.e.nala & crops of the Distcit areWheat, Paddy and plateau where the bulk of the forests stand. River Patne. The hills are mainly covered Jowar, Main vegetations are Jamun, Teak, The forests on the Southern plateau are with Mahuaa, Bamboo, Teak and tendu, Mahua and Kher. managed under five range circles. Damoh which provides seasonal income to people range occupies the belt along the Sonar living in and around forests, are found in valley. The forests of Damoh are classified abundance in Pawai. Amla is an important as tropical dry deciduous forests. produce in and around Pawai. Pawai protected forest located south-east of the town and Birsinghpur protected forest located south-west of the town.Panna Tiger reserve forest is one of the prime tourist destinations in the Panna District and located at a distance of 79 km from Pawai. Economic Buxwahaa town is a block and sub- From economic point of view the area is The Pawai Nagar Parishad has development Tehsil head quarter of Chhatarpur mainly dependent on agro based activities. developed from Village Panchayat. The District having a population of 10,236 The outer area of the whole city has a high municipal area is surrounded by forest, Land use potential for agriculture and the land is (2011) at present. The total area of this foothills & agriculture fields. Pawai is full of minerals, some industries like Sugar also well connected with Panna-Katni town is 14.73 Sq.Km. It is a developing mill, Bidi industry, matchstick industry, road and Major District road connect to town having community health centre candle making industry can be developed. (CHC), higher secondary school of boys A small amount of brass utensils and Karahi and Mohindra. There are no big and girls, Nagar Parishad, police station, silver jewellery is also produced at Hatta. industries in the town except small

Baseline Buxwaha Hatta Pawai characteristics telephone exchange, Block/Janpad and (See Appendix 15) cottage industries. Pawai town has sub tehsil office, Rest House of Forest development towards North West side and P.W.D., and banking facilities. The & south west side of the town along the town is fully electrified. It is an State Highway 10 & Major district road. important business centre of the Other side of the town is naturally Chattarpur district. Bunder Project barrier by nala & River Patne which is proosed by Rio Tinto is first significant world class diamond mine in India located at Buxwaha. It is expected not only change of economy in the region but also signifies India’s potential in diamond exploration. Agriculture Buxwaha is an agro-industrial town The tobacco industries are an important The principal agricultural crops are Rice, &industry where 36% of the population are still source of employment for the lower income Wheat, Maize, Gram and Dal. Cauliflower, engaged in one or the other agriculture population of Hatta. There are 4 units cabbage, tomato, radish, carrot, beat etc. related activities. Mainly crops are related to this industry in Hatta. Around 70 are some of the vegetables grown in the cultivated in two seasons namely Rabi 90 lakh bidies are manufactured at an region. There are markets, specifically for and Khariff. This is baed on the climate average in each of these industries are some products of daily needs &readymade and the conditions prevailing in the city. being exported to different cities. garments, The Central Business District Secondary sector has major contribution (CBD) has narrow lanes and forms the in the city with 11% of the workforce congested areas on both sides of Panna – Katni Road. There are no big industries in engaged in one or the other industrial the town at present except small cottage activities. bidi making is quite an activity industries. However there in the city and about 50-60 famillies are are ever possibilities of small scale engaged in bidi making activities. industries for future like oil mill, pulses mills etc. Pawai serves asmarket centre for nearby small villages for supplying various daily need commodities. Infrastructure - City parishad has laid out only cement There are three major roads SH-51, SH-49 Pawai is well connected with other parts of transport concrete roads. Buxwaha has a total and MDR-49 around the city which has the district through roads. All the Gram road length of 20 km and out of that 63% major influence on transportation system Panchayat & blockheadquarter are linked of the total road length issurfaced. but internal roads are not in good with the districts headquarter, Panna by Average width of the roads found to be condition. The connectivity of the city to the Pucca roads. State Highway 10 & Major 4m which is less than the standards for neighbouring cities is very good. There is a District Road passes through the town.

Baseline Buxwaha Hatta Pawai characteristics small and medium cities 7m. There isno bus which starts from Hatta to either There is no form of public transportation national highway passing across the Damoh or Panna every 20 minutes. All the system in town. Dueto the small size of the town. The bus stand where the intra buses are completely private operated. town most of commuting in city is either by district bus terminates is located on the There is no railhead at Hatta; the nearest own vehicles or on foot. There is one only boundary of ward no.2. railhead is at Damoh. At present only auto bus stand in the city which acts as the rickshaws and cycle rickshaws are the main Bus terminal & catering private major modes of publictransport in the city. operators.Main bus terminal located along More number of people are dependent on the State Highway-10. their private modesof transport. At present there are around 30- 40 auto rickshaws that run around thecity. Sewerage, Buxwaha does not have any sewerage The city does not have an underground The city lacks an efficient drainage sanitation & system. There is no treatment plant sewage system. Also there is no system which is a major cause of drainage established thus, the raw water sewage separatesewerage and storm water flooding even during short spells of with drainage water is directly disposed network in the city. In the older Rainfall. Sewage and storm water flows in the agriucltural fields. There are no residential areastraditional methods of through commonopen drains. The public toilet facilities available in the sewage disposal are still practiced. In the houses have their own Soak pits. Even town. The only facilities are available are newly developedresidential areas, the pour flush latrines and toilets blocks urinals which are non functional. individual septic tanks are being areusually connected to septic tanks constructed but the sewage from the which are further connected to drain/ septic tanks is released in the open nallah. Sanitation in the town is very drains which results in air pollution and poor. The sewage flows through open generation of dirt. The city also does drains which ultimately flow into low lying not have a planned storm water areas & agriculture fields of management. the town. There is no form of treatment before or after disposal.

Baseline Buxwaha Hatta Pawai characteristics Solid waste The waste generated from the city The main sources of waste in Hatta city are Solid waste collection and disposal in the management includes household waste, commercial individual houses, slums, commercial town is the responsibility of Nagar waste, clinical waste and industrial establishments, vegetable markets, road Parishad. Presently SolidWaste waste. Considering the standards of sweepings, hospitals and industries. Management practices are highly 250gm Buxwaha town found to be At present Hatta does not practices unsatisfactory. There is no effective system generating 2.6 MT of waste every day. segregation at source as a whole. for primary collection of waste in most of On the collection side nagar parishad is Individualsdump their domestic waste into the town. Some part of the town is done by able to collect only 1 MT of waste on the community bins. After collecting the the sweepers of the Parishad. There is daily basis. Waste is being dumped waste from different areas & from different onlyone tractor used for transportation of sources it is beingtransported with solid waste. There is no processing of indiscriminately all over the drains, nallas tractors/dumpers to the dumping site. waste is done in the town.Disposal is done and open spaces. No post dumping Tractor-trailers (2) aremainly used for in most unsatisfactory method. Generally treatment is carried out at present. transportation of waste. No post dumping crude open dumping is adopted for treatment is carried out at present. disposal ofwaste in low lying areas of the town. Power supply: Thermal power is the main source of energy in Madhya Pradesh, contributing nearly 90% of the electricity, compared to hydropower, which produces the remainder. Power supply situation (Avg. daily 22 hours of supply) Demographic Population of the town as per 2011 census Population of the town as per 2011 census Population of the town as per 2011 census characteristics was 10216 increased from 9065 in 2001. was32465 decreased from 28514 in 2001 was 14465, increase from 12,004 in 2001 Growth rate 2001-2011: 12.70% Growth rate 2001-2011: – 13.86% Growth rate 200-11 – 20.5% Sex ratio – 901 (State 978), Sex ratio – 883 Sex ratio – 883 literacy rate (male) 73%– (State 80.05%). literacy rate (male) –78 %. literacy rate (male) –66 %. Literacy rate (female) 1.9% Literacy rate (female) –67% Literacy rate (female) –59.3% SC population – 21.90% SC population – 1.9% SC population –31% ST population – 2.25% ST population – 0.91% ST population – 4.67% (See Appendix 12 & 13 for historic & ward- (See Appendix 16 for historic & ward-wise (See Appendix 20 & 21 for historic & ward- wise population) population) wise population) History, culture & There are no protected or notable According to the tradition, it has derived Pawai does not having any specified or tourism historical, cultural or tourism places in the its name from one Gond king named attracting heritage & tourist place at local town.The town is almost devoid of Hatte singh of 11th century A.D who is level. Although, Localtourist places in the necessary facilities for recreation. There associated with the foundation of the town are Mata Kalehi Temple, Hanuman is a small fortress in ward no.1 close to place. Probably the name is derived from Temple known as Hanuman Bhata, the Mahendra Sagar Talab. This fortress Hatta, a Sanskrit term meaning market ToriyaTemple, Gayatri Temple, is lying abandoned and in dilapidated place. Ancient remains are said to exist Hanuman Temple in ward no 12. Kuattal condition. here in the shape of mounds near the mela is very famous in the region which river. It is an old town, which gained is organized in the month of Chatra

Baseline Buxwaha Hatta Pawai characteristics some importance in the 14th century Navratri. There are no identified under the mohemmadan supremacy over protected sites within the city which are the region. This city is blessed with protected by the Directorate of various religious and social structures as Archeology. well as precincts. There is an identified protected site within the directorate of Archeology in Hatta town named as Rangmahal Palace.

FIGURE 10: (A) BUXWAHA SUBPROJECT AREA & ENVIRONS

(B). BUXWAHA SUBPROJECT AREA & ENVIRONS

FIGURE 11: (A). HATTA SUBPROJECT AREA & ENVIRONS

(B). HATTA SUBPROJECT AREA & ENVIRONS

FIGURE 12: (A). PAWAI SUBPROJECT AREA & ENVIRONS

(B). PAWAI SUBPROJECT AREA & ENVIRONS

C. Subproject Site Environmental Features

26. Features of the selected subproject sites are presented in the following table.

Table 5: Site Environmental Features - Buxwaha S. Infrastructure Location & Environmental Site Photograph No Features 1 Intake well Intake well will be built in Bhadbhada Dam, under the control of Water Resources Department, GoMP. Capacity of Intake well is 1.3 MLD.

2 WTP WTP (1.3 MLD) site is located Clear water in the Town. Total area sump (1.5 LL) required is 9.8 ha; site is owned by, GoMP and free of vegetation cover.

3 Distribution Pipes will be laid within the network road right of way (ROW) - in (15.09km) road‟s earthen shoulder in wider roads, and within the carriageway in narrow roads, where there is no space. Roads in the old part of the town are quite narrow and pipes will be laid mostly in the centre of the road.There is no tree cutting involved during construction period.

Table 6: Site Environmental Features - Hatta S. Infrastructure Location & Environmental Site Photograph No Features 1 Intake well Pump housewill be built in cum Pump Bansagar at right bank, under the House control ofWater Resources Department, GoMP. Capacity of Intake well is 3.5MLD.Aquatic life of water pool to be taken care during construction activities in the river.

2 Raw/Clear Transmission pipelines will be water mostly laid along the main roads. transmission the land owned by Govt; this land is line (8167m) vacant, and pipeline will be laid with the permission of ULB. Water from this pipeline will also be provided to ULB premises.There is no forest land within the prescribed limit of the town.

Raw Water feeder Mains.

8.1 km common (250 and 350 mm DI K9, 355 mm dia MS pipe) Clear Water feeder Mains. 50 m in Hatta (250mm dia DI)

3 WTP WTP of 3.5 MLD is proposed in the town. The land is Govt. There is no involvement of Forest land and tree cutting is also not involved during construction.

4 Clear water 1 CWS of 1.6 LL near WTP sump (1.6 LL)

5 OHT Proposed OHT of 8.9 LL capacity, Land is under possession of revenue department, Site is vacant and free of vegetation cover and surrounded by residential area

6 Distribution Pipes will be laid within/besides the network road right of way (ROW) - in road‟s (63.76km) earthen shoulder in wider roads, and within the carriageway in narrow roads, where there is no space. Roads in the old part of the town are quite narrow and pipes will be laid mostly in the centre of the road. There is no forest land within the prescribed limit of the town. Hence there is no involvement of Forest land or required any permission for implementing this project.There is no tree cutting involved during construction period.

Table 7: Site Environmental Features - Pawai S. Infrastructur Location & Environmental Site Photograph No e Features 1 Weir To enhance source reliability and sustainability, one Weir is also proposed of about 3m height at D/S side of Intake well. There will be no submergence or involvement of private land and asset due to construction of this work. Aquatic life of water pool to be taken care during construction activities in the river.

2 Intake well Intake well will be built in Patne River at right bank, under the control of Water Resources Department, GoMP. Capacity of Intake well is 3.7 MLD.

3 Raw/Clear Transmission pipelines will be water mostly laid along the main roads. transmission the land owned by Govt; this land is line vacant, and pipeline will be laid with the permission of ULB. Water from this pipeline will also be provided to ULB premises.There is no forest land within the prescribed limit of the town.

Raw Water feeder Mains. 0.25 km common (250 mm DI) Clear Water feeder Mains. 2.64 km in Pawai (150-200 mm dia DI)

7 WTP WTP of 3.70 MLD is proposed near the intake well site with CWS of 3.5 LL capacity. There is no involvement of Private/Forest land and tree cutting is not involved during construction.

9 GSR – 2.0 LL GSR of 2.0 LL capacity is proposed beside the existing GSR.

7 Distribution Pipes will be laid within the road network right of way (ROW) - in road‟s (32.92 km) earthen shoulder in wider roads, and within the carriageway in narrow roads, where there is no space. Roads in the old part of the town are quite narrow and pipes will be laid mostly in the centre of the road. There is no forest land within the prescribed limit of the town. Hence there is no involvement of Forest land or required any permission for implementing this project.There is no tree cutting involved during construction period.

VI. ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

27. Potential environmental impacts of the proposed infrastructure components are presented in this section. Measures to minimize/mitigate negative impacts, if any, are recommended along with the agency responsible for implementation. Monitoring actions to be conducted during the implementation phase is also recommended.

28. Screening of potential environmental impacts are categorized into four categories considering subproject phases: location impacts and design impacts (pre-construction phase), construction phase impacts and operations and maintenance phase impacts.

a. Location impacts include impacts associated with site selection and include loss of on-site biophysical array and encroachment either directly or indirectly on adjacent environments. It also includes impacts on people who will lose their livelihood or any other structures by the development of that site. b. Design impacts include impacts arising from Investment Program design, including technology used, scale of operation/throughput, waste production, discharge specifications, pollution sources and ancillary services. c. Construction impacts include impacts caused by site clearing, earthworks, machinery, vehicles and workers. Construction site impacts include erosion, dust, noise, traffic congestion and waste production. d. O&M impacts include impacts arising from the operation and maintenance activities of the infrastructure facility. These include routine management of operational waste streams, and occupational health and safety issues.

29. Screening of environmental impacts has been based on the impact magnitude (negligible/moderate/severe – in the order of increasing degree) and impact duration (temporary/permanent).

30. This section of the IEE reviews possible project-related impacts, in order to identify issues requiring further attention and screen out issues of no relevance. ADB SPS (2009) require that impacts and risks will be analyzed during pre-construction, construction, and operational stages in the context of the project‟s area of influence.

31. The ADB Rapid Environmental Assessment Checklist in http://www.adb.org/documents/guidelines/environmental_assessment/eaguidelines002.aspis used to screen project for environmental impacts and to determine the scope of the IEE.

32. In the case of this project (i) most of the individual elements are relatively small and involve straightforward construction and operation, so impacts will be mainly localized and not greatly significant;(ii) proposed water abstraction from the sources is very small compared to overall water availability, and the proposed weir is so shallow that the submergence is confined to river course itself; (iii) most of the predicted impacts are associated with the construction process, and are produced because that process is invasive, involving excavation and earth movements; and some works are located in the reservoir and (iv) being mostly located in an urban area, will not cause direct impact on biodiversity values.Theproject will be in properties held by the local government and access to the project location is through public rights-of-way and existing roads hence, land acquisition and encroachment on private property will not occur.

A. Pre-Construction Impacts – Design & Location

33. Design of the Proposed Components. Technical design of the (i) intake facilities, including weir, (ii) water treatment plant; (iii) raw water and clear water mains, (iv) storage reservoirs, and (v) distribution network, connections, flow meters, etc., follows the relevant national planning and design guidelines, focusing on providing a robust system which is easy to operate, sustainable, efficient and economically viable. Besides, the project also included the following environmental considerations:

(i) Discontinuation of current unsustainable groundwater source and creating a new water supply system based on nearest surface water sources (ii) Recovering backwash water from treatment process (iii) Treatment and reuse of sludge from treatment process (iv) Minimizing water losses from pipelines by perfect jointing and alignments using appropriate techniques (HDPE pipes up to 150 mm dia joined by electro fusion couplers using on-site electro fusion welding, and all higher dia pipes by on site butt welding) (v) Designing the entire system to maintain optimal flow and terminal pressure, and optimising the overall energy usage (vi) Reducing the incidence of water borne diseases by providing 100% population including urban poor with potable water supplies (vii) Improve water use efficiency and reduce water wastage at household level by recording and monitoring the water usage, and charging the consumers as per usage; due consideration to urban poor (viii) Minimize unaccounted for water (UFW) losses using district metered area approach with flow meter and pressure logging arrangements to identify and rectify the leaks, and unauthorized connections (ix) Using low-noise and energy efficient pumping systems

34. Water Source& Sustainability. As the subproject, towns are located far from each other (~80-120 km) there was no possibility of a combined source/ bulk water scheme. Therefore, independent water supply schemes are proposed for 3 towns separately based on the most feasible water source considering techno-economic and environmental considerations as elucidated below (Table 8).

Table 8: Water Source Selection & Sustainability Subproject Alternative Sources Selected Source and Associated Impacts due to abstraction Town Buxwaha Groundwater: Present water supply is based on groundwater, and Buxwaha Tank is selected considering the water availability, quality, and is inadequate to cater to present demand. Therefore, it is not proximity. Buxwaha tank is located adjacent to the town on local nallah. considered. Buxwaha water requirement is just about 1.24 MLD, which can be easily Baxwaha Tank: To meet the future prospective requirements of met. As per the data and correspondence received by ULB, it is revealed water the through investigation works have been carried out and that 0.486 MCM water reserved storage for Buxwaha ULB. Water after investigation it is arrived at conclusion that the surface source demand is works out as 1.24 MLDx365=0.453 MCM which is even less as Baxwaha Tank (Bhadbhada) situated near by Municipal than the reserved storage. boundary having live storage capacity is 1.400 MCM capacity and Tank water quality is good, and there are no notable pollution major out of total storage the commitment given by WRD to take 35% of water abstraction points or dams on the downstream sources in the total storage live stotage for drinking purpose of the Town. proximity. Hatta Groundwater: Present water supply is based on groundwater, and Sonar River is inadequate to cater to present demand. Therefore not Being a reliable, sustainable and close source, Sonar River is selected considered. as source for Hatta. Minimum discharge of Sonar River is 0.17 Cumes Sonar river : Existing PHED Intake well found to be inadequate and Capacity of Existing Pool is 0.4 MCM. It is not sufficient for Meet the and to stop further the ground water source which can not be a Ultimate demand of 7.42 MLD for Hatta town. Hence it is finally permanent and main source of water supply as level of ground concluded only after joint site visit to Harrat Irrigation Intake well as water quality and quantity is very unreliable due to depleting of found also most adequate, reliable sustainable source and ground water day by day at a rapid rate. Thus to meet future recommended to use this source for the town. Harat Existing Pool having requirements of water, Sonar river source (natural water length of 11000 m and width varies from 140 to 165 m and depth varying pool)located at 8 Km west of the town, with Intake wells as source from 3m to 20m. So, 10000m x 140m x 3m = 4.2 MCM. Approximate of water supply found to be only the most possible promising total requirement of Hatta town is 7.42MLD x240 (8 month) =1.78 MCM. sustainable and reliable source for the town. Hence Proposed source (Harat Intake well) is sufficient and sustainable to meet total requirement of the Hatta town for a prolonged up to ultimate demand period. There will be no adverse impacts due to abstraction of raw water from Sonar river. Pawai Groundwater: Present water supply is based on groundwater, and River Patne is inadequate to cater to present demand. Therefore not The water requirement for town is just about 3.7 MLD, which can be considered. easily met by the river flow. Looking to the geogrophycal condition of the Patne River: Patne River flows in south west direction of area around upstream side of proposed Weir it is measured that the Pawai is identified as future source of water. It has been now width of Patne river is about 120 to 160 m and depth of water pool is decided to construct Intake well on U/S of Bridge at about 50 around 7 m and 1500 m long. The calculation for available water m away from the Bridge with provision of constructed new quantum of water by increasing the height of proposed Weir about 3.0 m. Weir with requires capacity by considering suitable height There will be no adverse impacts due to abstraction of raw water from Capacity Detail of Weir on Patne river is given in proposing 3.00 m of Weir to meet the ultimate water demand Patne river. appendix 18.

includes the water demand for floating population as per the data provided by ULB.

35. Dam water sustainability and environmental considerations.In Buxwaha water will be sourced from Buxwaha tank, and due permission from the WRD will be obtained from the WRD. Water quantity and quality is good (appendix-10, 14 and 18 for Buxwaha tank, Sonar river and Patne river respectively). Therefore, no negative impacts envisaged on existing water uses or ecosystem. In Hatta and Pawai, water is proposed to be sourced from the nearest rivers, Sonar and Patne, respectively. There is no any Weir exists at present at 5 km at U/S and D/s of proposed intake point. To ensure water availability during the no-flow period, weir is proposed at Pawai.

36. This is a small dam, with a height of just 3 m above the river bed level (same as depth of river banks), thus confining the submergence to river course itself. The main purpose of this weir is to recharge the riverbed/groundwater, and not for direct abstraction from the storage, and will ensure adequate water availability to meet the demand of no-flow period (2-3) months in summer. Weir will be solid structure (built in RCC) and will have no arrangements to increase/decrease the height (such as operable gates) or release or hold water beyond/below the fixed dam height. Given very small storage, dam will be filled at the first monsoon flow itself, and will continue to be full throughout (as no abstraction, except for the evaporation and infiltration losses), and the water coming from the upstream will overflow freely. Therefore the change in flow regime due to this small dam will be negligible on downstream users and river eco system. The proposed impoundment, in fact, is likely to benefit the environment through groundwater recharge and propagating aquatic life. Water quality is suitable for drinking water after conventional treatment and disinfection, and there are no notable pollution sources. No negative impacts thus envisaged.

37. Use of Chlorine as disinfectant. It is proposed to use chlorine at WTP to disinfect the water prior to supply to consumers. There is invariably a safety risk when chlorine is handled. Although facilities are not located close to habitations, safety precautions are necessary to ensure the safety of workers and citizens. To avoid any risk, chlorination facility will be provided with safety provisions, which are presented in the EMP (Table 9)

38. Sensitive project locations.All the three subproject towns – Towns are surrounded by forest areas, which are of open mixed or dense mixed type jungles that are under reserved, protected or unclassified categories. None of the subproject components are located in the forest areas, nor any pipeline is aligned through the forests. This will be further verified and ensured during the detailed design phase.

39. Although not encroaching on forest lands, some of the project components (mainly source, intake, WTP etc.,)are located close to the forest areas. Once the construction is over, the facilities will work with minimum interference and therefore no impacts on the nearby forests envisaged during the operation phase. However, during the construction phase, presence of work, vehicles and equipment may create disturbance / damage to the forest areas and wildlife. Measures will be required to avoid any impacts during construction activities near forests. These are given in EMP (Table 9)

40. Similarly proposed works in the river bed (for dam and intake) may damage the river bed, lead to degradation of water quality due to increase in turbidity and contamination from fuels and lubricant used in construction work. Increase in silt content and water turbidity, chemical quality can affect the aquatic life. Measures are included in the EMP to avoid, minimize these impacts (Table 9).

41. Removal of trees and vegetation will be minimize by best alignment and layout planning of facilities, however, this cannot be avoided fully. Appropriate measures in terms of

50 compensatory tree plantation is included in the EMP (Table 9).

42. Utilities. Telephone lines, electric poles and wires, water lines within the proposed project locations may require to be shifted in few cases. To mitigate the adverse impacts due to relocation of the utilities, the contractor, in collaboration with ULB will be required to implement appropriate measures. These are given in the EMP (Table 10).

43. Site selection of construction work camps, stockpile areas, storage areas, and disposal areas. Priority is to locate these near the project location. However, if it is deemed necessary to locate elsewhere, sites to be considered will not promote instability and result in destruction of property, vegetation, irrigation, and drinking water supply systems. Residential areas will not be considered for setting up construction camps to protect the human environment (i.e., to curb accident risks, health risks due to air and water pollution and dust, and noise, and to prevent social conflicts, shortages of amenities, and crime). Extreme care will be taken to avoid disposals near forest areas, water bodies, or in areas which will

44. Site selection of sources of materials. Significant quantities of coarse aggregate and fine aggregate will be required for construction works. Requirement of gravel is limited. Contractor should procure these materials only from the quarries permitted/licensed by Mines and Geology Department. Contractor should, to the maximum extent possible, procure material from existing quarries, and creation of new quarry areas should be avoid as far as possible. It will be the construction contractor‟s responsibility to verify the suitability of all material sources and to obtain the approval of Department of Mines & Geology and local revenue administration.

B. Construction Impacts

45. Construction works. Civil works in the project include linear excavation for laying pipes along the roads, placing pipes in the trench and refilling with the excavated soil. The trenches will be of 0.4 m – 0.7 m wide and 0.8 to 1 m depth. Subsequent to completion of works, the contractor as part of the civil works will undertake road reinstatement. The roads in the core city area of all the towns are very narrow and congested with pedestrians and vehicles (mainly 2-wheelers), while the roads in outer areas are wide.

46. Earth work excavation will be undertaken by machine (backhoe excavator) or manually and include danger lighting and using barricades at every 100 m Sufficient care will be taken while lying so that existing utilities and cables are not damaged and pipes are not thrown into the trenches or dragged, but carefully laid in the trenches. As trenches are a maximum of 1.2 m, there is no risk of collapse of trenches or risk to surrounding buildings. Once they are laid, pipes will be joined as per specification and then tested for any cracks of leakages. The minimum working hours will be 8 hours daily, the total duration of each stage depends on the soil condition and other local features. About 95% of the excavated soil will be used for refilling the refilling the trench after placing the pipe and therefore residual soil after pipe laying and refilling is not significant. This excel soil shall be used for construction.

47. Other civil works in the subproject include construction of Weir across river Patne in Pawai, intake cum pump house on the river bank in the river that will connect to intake well water treatment plants, water tanks (ground level / overhead), pumping stations at identified sites. These 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.

48. Although construction of these project components involves quite simple techniques

of civil work, the invasive nature of excavation and the project locations in the built-up areas of the town where there are a variety of human activities, will result in impacts to the environment and sensitive receptors such as residents, businesses, and the community in general. The following are anticipated impacts, which are temporary and for short duration:

(i) Dust and air emissions from construction activities and equipment / vehicles affecting the ambient air quality (ii) Impacts on natural drainage, surface water bodies due to disposal of construction waste and silt / chemical laden run off from work areas (iii) Impacts on river eco-system due to river bed construction (iv) Impacts due to disposal of surplus soil, construction waste, debris etc., (v) Impacts due to noise and vibration from consultation activities (vi) Impacts due to collection of groundwater in trenches & disposal of the same (vii) Impact/public inconvenience/ accessibility issues due to excavation on public roads (narrow old town roads), movement of trucks carrying construction material (viii) Impacts on business, activities, people due to loss/restricted access to public/private/business/sensitive areas (schools, hospitals), etc., (ix) Occupation health and safety impacts on workers (x) Health Impacts due to removal of existing AC (asbestos cement) pipes (xi) Community health and safety impacts due to construction in an urban area (xii) Impacts due to establishment/operation of temporary construction camps

49. The above impacts are typical for construction in urban areas, and therefore are common to all the three subproject towns. These are negative but short-term and reversible by mitigation measures. There are well-developed and proven measures and construction practices to avoid, mitigate and/or minimize these impacts to acceptable levels. These measures are given in the construction phase EMP (Table 11) applicable to all three towns.

C. Operation and Maintenance Impacts

50. The DBO Contractor will carry out operation and Maintenance of the water supply system for 10 years, and after which the respective municipalities will operate and maintain the infrastructure. During the system design life (15/30years 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.

51. Recurrence of pipe bursting and leakage problems can be managed by the leak detection and water auditing surveys. The ULBs will be required to ensure that the leak detection and rectification time is minimized.

52. 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. 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. Accumulated sludge from Tube Settler, 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

D. Project benefits

53. During the construction phase, there are likely to be positive impacts through employment generation, increase in local revenue from the project activities. During the operation phase also, there is potential for employment generation, though limited, as the improved and expanded water infrastructure requires additional workforce.

54. The citizens of Buxwaha, Hatta and Pawai will be the major beneficiaries of the improved water supply system, as they will be provided with a constant supply of better quality water, piped into their homes at an appropriate pressure. The project will improve the over-all health condition of the towns as water borne diseases will be reduced, so people should spend less on healthcare and lose fewer working days due to illness, so their economic status should also improve, as well as their overall health. This should also improve the environment of these areas, should deliver major improvements in individual and community health and well-being.

VII. PUBLIC CONSULTATION AND INFORMATION DISCLOSURE

A. Overview

55. The active participation of stakeholders including local community, NGOs/CBOs, and the media in all stages of project preparation and implementation is essential for successful implementation of the project. It will ensure that the subprojects are designed, constructed, and operated with utmost consideration to local needs, ensures community acceptance, and will bring maximum benefits to the people. Public consultation and information disclosure is a must as per the ADB policy.

56. Most of the main stakeholders have already been identified and consulted during preparation of this IEE, and any others that are identified during project implementation will be brought into the process in the future. Primary stakeholders of the subproject are: residents, shopkeepers and businesspeople who live and work alongside the roads in which network improvements will be provided and near sites where facilities will be built (WTP and water tanks), and government and utility agencies responsible for provision of services in Buxwaha, Hatta and Pawai ,WRD, Forest Department (FD), and MPPCB, etc.,. Secondary stakeholder are: NGOs and CBOs working in the area, community representatives, beneficiary community in general, government agencies, the executing and implementing agencies (MPUDC, PMU and PIUs), Government of India and the ADB.

B. Public Consultation

57. The public consultation and disclosure program is a continuous process throughout the project implementation, including project planning, design and construction.

1. Consultation during Project Preparation

58. Institutional consultations were conducted with the relevant Governmental Departments such as WRD, PHED, MPPCB, FD, etc. The subproject proposals are formulated in consultation with Buxwaha, Hatta and PawaiNagar Parishad/Palika to suit the requirements of the respective towns.

59. Focus-group discussions with affected persons and other stakeholders were conducted to learn their views and concerns. A socio economic household survey has been conducted in the town, covering sample households, to understand the household characteristics, health status, and the infrastructure service levels, and also the demand for infrastructure services. General public and the people residing along the project activity areas were also consulted during visits to the project sites. Formal town-level consultation meetings were conducted in January 2016 in all the three subproject towns. Besides, several other meetings also conducted at ward-level with communities, and at market with street vendors and hawkers. The details of consultation are provided in Appendix 22.

60. The people are willing to extend their cooperation as the activities are proposed to improve the water supply service levels and the living standards. Stakeholder expressed their concern regarding water charges, affordability, disturbance and loss of business due to the work in market area(dust, road closure etc.). The project team explained the proposed mitigation measures to mitigate / minimize such issues.

2. Consultation during construction

61. Prior to start of construction, ULB and PIU with the assistance of PMC will conduct information dissemination sessions at various places and solicit the help of the local community, leaders/prominent for the project work. At each ward/neighborhood level, focus group meetings will be conducted to discuss and plan construction work with local communities to reduce disturbance and other impacts.

62. A constant communication will be established with the affected communities to redress the environmental issues likely to surface during construction phases and also regarding the grievance redress mechanism. ULB/PIU and PMC will organize public meetings and will appraise the communities about the progress on the implementation of EMP. Meeting will also be organized at the potential hotspots/sensitive locations before and during the construction.

C. Information Disclosure

63. Executive summary of the IEE will be translated in Hindi and made available at the offices of PMU, PIU, Nagar Parishad offices, and also displayed on their notice boards. Hard copies of the IEE will be accessible to citizens as a means to disclose the document and at the same time creating wider public awareness. Electronic version of the IEE in English and Executive Summary in Hindi will be placed in the official website of the MPUDC, PMU after approval of the IEE by Government and ADB. Stakeholders will also be made aware of grievance register and redress mechanism.

64. Public information campaigns to explain the project details to a wider population will be conducted. Public disclosure meetings will be conducted at key project stages to inform the public of progress and future plans. Prior to start of construction, the PMU/PIU will issue Notification on the start date of implementation in local newspapers A board showing the details of the project will be displayed at the construction site for the information of general public.

65. Local communities will be continuously consulted regarding location of construction camps, access and hauling routes and other likely disturbances during construction. The road closure together with the proposed detours will be communicated via advertising, pamphlets, radio broadcasts, road signage, etc.

VIII. GRIEVANCE REDRESS MECHANISM

A. Project Specific Grievance Redress Mechanism

66. A program-specific grievance redress mechanism (GRM) shall be established to receive, evaluate, and facilitate the resolution of AP‟s concerns, complaints, and grievances about the social and environmental performance at the level of the project. The following GRM provides a time-bound and transparent mechanism to voice and resolve social and environmental concerns linked to the project.

67. A common GRM will be in place for social, environmental, or any other grievances related to the project. The GRM will provide an accessible and trusted platform for receiving and facilitating resolution of affected persons‟ grievances related to the program. The multi- tier GRM for the project is outlined below, each tier having time-bound schedules and with responsible persons identified to address grievances and seek appropriate persons‟ advice at each stage, as required. ULB-wide public awareness campaigns will ensure that awareness on grievance redress procedures is generated through the campaign.

68. Who can complain: A complaint may be brought by persons who are, or could be, “directly, indirectly, materially, and adversely” affected by the project. A complaint can be submitted on behalf of the affected person/people by a representative, provided that he or she identifies the affected person/people and includes evidence of the authority to act on their behalf.

69. What the Grievance/Complain should contain: Any concerns pertaining to safeguard compliance - environment, involuntary resettlement, indigenous people, design related issues, compensation, service delivery or any other issues or concerns related to the project. The complaint must contain name, date, address/contact details of the complainant, location of the problem area, along with the problem.

70. Where to file a Complaint: Complainants will have the flexibility of conveying grievances/suggestions by dropping grievance redress/suggestion forms in complaints/suggestion boxes to be installed by project at respective Nagar Parishad Offices, PIU offices or by e-mail or by writing in a complaints register in the PIU offices or at construction site offices.

71. How to file a Complaint: The application should be precise and specific. The application can be sent either by post or through electronic means or deliver personally. A sample grievance form is at Appendix 23.

(i) Offline System - The application can be made on the application form available at all accessible places (NPs/ Office of PIUs/ construction site offices). The application should have the name and complete postal address of the applicant. (ii) Online System - Grievances pertaining to the implementation of the project can also be filed online at the website of MPUDC/PMU or by e-mails.

72. Documentation: Documentation of the complaints is important and must contain name of the complainant, date of receipt of the complaint, address/contact details of the person, location of the problem area, and how the problem was resolved. PMU with the support of PIU will have the overall responsibility for timely grievance redress, and for registration of grievances, related disclosure, and communication with the aggrieved party. All the documents made available to the public at the community level (at ward offices) and will include information on the contact number, address and contact person for registering grievances, and will be disseminated throughout the project area by the PIU.

73. Grievance/Problem Redress through Participatory Process: Efforts must be made by the PIU with the support of safeguard consultants to resolve problems amicably, conflicts through participatory process with the community and the Nagar Parishads. In case of grievances that are immediate and urgent in the perception of the complainant, the Contractor, and supervision personnel from the PIU will provide the most easily accessible or first level of contact for the quick resolution of grievances. Contact phone numbers and names of the concerned staff and contractors, will be posted at all construction sites at visible locations.

74. Following process will be followed:

(i) 1st level grievance. In case of grievances that are immediate and urgent in the perception of the complainant, PMC supervising staff will direct the contractor to and ensures that it is resolved. If the grievance is not under the contractor scope, but under the program, PMC (field office) will resolve this issue. All the grievances should be resolved within 3 days of receipt of a complaint/grievance.

(ii) 2nd level grievance. All grievances that cannot be redressed at first level within 3 days will be brought to the notice of PIU and PMC Assistant Environmental Specialist. PIU will review the grievance and act appropriately to resolve it within 10 days of receipt.

(iii) 3rd level grievance. All the grievances that are not addressed at 2nd level by PIU within in 10 days of receipt will be brought to the notice of notice of the Grievance Redressal Committee (GRC)1. GRC will meet twice a month and determine the merit of each grievance brought to the committee. The GRC will resolve the grievance within 1 month of receiving the complaint. All decisions taken by the GRC will be communicated to complainant by the Nodal Officer.

75. The project GRM notwithstanding, an aggrieved person shall have access to the country's legal system at any stage, and accessing the country's legal system can run parallel to accessing the GRM and is not dependent on the negative outcome of the GRM. Alternatively, if the grievance is related to land acquisition, resettlement & rehabilitation2, the APs can approach the Land Acquisition, Rehabilitation and Resettlement Authority (LARRA) of Madhya Pradesh, established under the Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation, and Resettlement Act, 2013.

76. Record-keeping. PIU will keep records of grievances received, corrective actions taken and the final outcome. The number of grievances recorded and resolved and the outcomes will be displayed/disclosed in the PIU office, ULB offices, and on the web.

1 Grievance redress committee (GRC) will be formed at town-level with members composed of: ULB Chairperson, ULB CMO, Environmental Specialist of PMC, PIU Dy.PM and PIU Community Development Officer. 2 the Authority admits grievance only with reference to the LA and R&R issues under the new Act

IX. ENVIRONMENTAL MANAGEMENT PLAN

A. Implementation Arrangements

77. Urban Development and Environment Department (UDED) of Government of Madhya Pradesh will be the Executing Agency for the Program, responsible for management, coordination and execution of all activities funded under the loan. Implementing Agency will be the recently established Madhya Pradesh Urban Development Company (MPUDC), a wholly owned subsidiary of GoMP. A central Project Management Unit (PMU) attached to MPUDC will be responsible for implementing the MPUSIP. The PMU will be supported by Program Implementation Units (PIUs) with a flexibility to redeployment depending upon the implementation requirements.

78. The PMU and PIUs will be supported by several teams of Design Consultants in preparation of preliminary engineering designs.

79. Water Resource Review Committee (WRRC) is constituted to undertake a thorough review of the source when recommended by the Design Consultant in regard to techno- economic feasibility and sustainability especially ensuring climate change resilience, and Technical Review Committee (TRC) to review and approve the preliminary designs developed by the Design Consultants.

80. Program Management Consultant (PMC) centrally located in PMU and with field teams located in PIUs shall be responsible for implementation of the Program. All infrastructure contracts will be procured through performance-based contracts (PBCs) and include build-operate (BO) framework. Based on the preliminary designs prepared by Design Consultants, the DBO (design-build-operate) Contractor will design, construct, commission and operate for 10 years, after which it will be transferred to the respective ULB.

81. Two Committees - an Empowered Committee cum Executive Committee and a Technical Clearance and Tender Committee have been constituted by the Government to be responsible for effective and timely implementation of the Program.

82. Safeguards. At PMU, there will be two safeguard specialists: (i) Project Officer (Environment) and (ii) Social & Gender Offer, who will responsible for compliance with the environmental and social safeguards in program implementation. PO (Environment) will have overall responsibility in implementation of the investment program as per the Environmental Assessment & Review Framework (EARF) agreed between ADB and the government. At individual subproject level, PO will ensure that environmental assessment is conducted, and a project-specific is prepared and implemented, and the compliance, and corrective actions, if any are reported as required.

B. Environmental Management Plan

83. An environmental management plan (EMP) has been developed to provide mitigation measures to reduce all negative impacts to acceptable levels.

84. The EMP will guide the environmentally-sound construction of the subproject and ensure efficient lines of communication between MPUDC, project management unit (PMU), project implementing unit (PIU), consultants and contractors. The EMP will (i) ensure that the activities are undertaken in a responsible non-detrimental manner; (i) provide a pro-active, feasible and practical working tool to enable the measurement and monitoring of environmental performance on site; (ii) guide and control the implementation of findings and recommendations of the environmental assessment conducted for the subproject; (iii) detail specific actions deemed necessary to assist in mitigating the environmental impact of the

58 subproject; and (iv) ensure that safety recommendations are complied with. The EMP includes a monitoring program to measure the environmental condition and effectiveness of implementation of the mitigation measures. It will include observations on- and off-site, document checks, and interviews with workers and beneficiaries.

85. The contractor will be required to submit to PIU, for review and approval, a site environmental plan (SEP) including (i) proposed sites/locations for construction work camps, storage areas, hauling roads, lay down areas, disposal areas for solid and hazardous wastes; (ii) specific mitigation measures following the approved EMP; (iii) monitoring program as per SEP; and (iv) budget for SEP implementation. No works are allowed to commence prior to approval of SEP.

86. A copy of the EMP/approved SEP will be kept on site during the construction period at all times. The EMP included in the bid and contract documents. Non-compliance with, or any deviation from, the conditions set out in this document constitutes a failure in compliance.

87. For civil works, the contractor will be required to (i) carry out all of the mitigation and monitoring measures set forth in the approved SEP; and (ii) implement any corrective or preventative actions set out in safeguards monitoring reports that the employer will prepare from time to time to monitor implementation of this IEE and SEP. The contractor shall allocate budget for compliance with these SEP measures, requirements and actions.

88. The following tables show the potential environmental impacts, proposed mitigation measures and responsible agencies for implementation and monitoring.

Table 9: Design Stage Environmental Management Plan Field Anticipated Mitigation Measures Responsible for Cost Impact Implementation and Source of Funds Design of water Unsustainable  Discontinuation of current unsustainable groundwater source and creating These measures Part of supply system source; new water supply system based on a nearest surface water source are already project resource & (Bhadbhada dam for Buxwaha, Sonar river for Hatta and Patne River for included in the costs energy use Pawai) preliminary  Recovering wash water from treatment process designs.  Treatment and reuse of sludge from treatment process  Minimizing water losses from pipelines by perfect jointing and alignments DBO Contractor using appropriate techniques (HDPE pipes up to 150 mm dia joined by (DBOC)to follow, electro fusion couplers using on-site electro fusion welding, and all higher enhance where dia pipes by on site butt welding) possible.  Designing the entire system to maintain optimal flow and terminal pressure, and optimizing the overall energy usage PMU to ensure  Reducing the incidence of water borne diseases by providing 100% compliance. population including urban poor with potable water supplies  Improve water use efficiency and reduce water wastage at household level by recording and monitoring the water usage, and charging the consumers as per usage; due consideration to urban poor  Minimize unaccounted for water (UFW) losses using district metered area approach with flow meter and pressure logging arrangements to identify and rectify the leaks, and unauthorized connections  Using low-noise and energy efficient pumping systems Water Project  Obtain permission from Water resources department, GoMP PMU & respective No abstraction sustainability o Buxwaha – permission / water allocation for water abstraction from Nagar Parishads costs; from & water use Bhadbhada Dam and construction of intake (process already scope of Bhadbhada conflicts o Hatta and Pawai: permission for construction of Weir and intake initiated) IA dam, Sonar river and Patne river Waste Environmental  Obtain consent from MPPCB for WTPs at Buxwaha, Hatta and Pawai prior PMU / Nagar No generation from pollution to start of construction Parishad; DBOC costs; WTP to prepare scope of operations application, and IA & assist as required DBO

Field Anticipated Mitigation Measures Responsible for Cost Impact Implementation and Source of Funds Chlorine usage Chlorine  Provide the following measure at the chlorine application unit: These measures Project as disinfectant handling o Chlorine neutralization pit with a lime slurry feeder are already Costs at &application o Proper ventilation, lighting, entry and exit facilities included in the WTPsBuxwaha, risk – health o Facility for isolation in the event of major chlorine leakage (if needed) preliminary Hatta and &safety risk to o Personal protection and safety equipment for the operators in the designs. Pawai workers and chlorine plant general public o Provide training to the staff in safe handling and application of DBOC to follow, chlorine; this shall be included in the contract of Chlorinator supplier enhance where o Supplier of Chlorinator equipment shall provide standard operating possible. manual for safe operation and as well as maintenance and repairs; preferably these shall be provided both in English and Hindi PMU to ensure Languages compliance.

Table 10: Pre-Construction State Environmental Management Plan Field Anticipated Impact Mitigation Measures Responsible for Cost and Implementation Source of Funds EMP Unsatisfactory  Appoint EHS supervisor and designate 1 EHS coordinator DBO contractor Cost for Implementation compliance to EMP (among the technical staff) in each town implementation & reporting  Ensure that all pre-construction activities are complete prior of mitigation to start of construction work measures  Ensure timely submission of monitoring reports responsibility of contractor. Utilities Damage/ disturbance  Identify and include locations of utilities in the detailed DBOCwith PIU Project costs – to telephone lines, designs/drawings to prevent unnecessary disruption of collaboration. general electric lines, water services PMU to ensure construction lines in project area  Prepare a contingency plan to include actions to be taken in compliance practice case of unintentional interruption of services. Construction Disturbance /  No construction material storage/ancillary works shall be DBOC with PIU Project costs – works near damage to forest conducted in the forest area; this shall be limited to actual collaboration. general forest areas areas, wildlife construction area and the access roads construction  No labour camps shall be located near forests (maintain PIU/ PMU to practice minimum 1km buffer) ensure  Limit the work to daylight hours only; no work after sunset compliance

Field Anticipated Impact Mitigation Measures Responsible for Cost and Implementation Source of Funds EMP Unsatisfactory  Appoint EHS supervisor and designate 1 EHS coordinator DBO contractor Cost for Implementation compliance to EMP (among the technical staff) in each town implementation & reporting  Ensure that all pre-construction activities are complete prior of mitigation to start of construction work measures  Ensure timely submission of monitoring reports responsibility of contractor.  No workers /personnel shall enter forest areas; it is the DBOC responsibility to take necessary precautions & prevent workers removing/damaging trees/vegetation, hunting animals  Create awareness among workers on environment & safety  No high noisy works shall be conducted  Barricade the construction area properly so that no wild animals entre the work area Construction Degradation of river  Schedule the works on river bed during summer no-flow DBOC to follow Project costs – works on river course and pollution period general bed (Weir)  Do not disturb river bed except the actual work area; no PIU/ PMU to construction equipment, machinery shall be operated outside the work ensure practice area compliance  Avoid use of fuels, chemicals & lubricants; ensure no spillage  Clean up the area after the completion & prior to the onset of monsoon flow Construction Conflicts with local  Prioritize barren, waste, infertile, vacant lands within the DBOCtoidentify Part of project work camps, community; area, locations following costs stockpile disruption to traffic  Shall not be located in productive agricultural lands, water the criteria areas, storage flow and sensitive bodies, natural drainage channels, flood plains & areasand receptors groundwater recharge areas, forests, vegetative lands, etc. PIU to ensure waste disposal  Locate at sites that will not promote instability, flooding and compliance and areas result in destruction of natural drainage, vegetation, irrigation, approve & drinking water supply;  For private lands, obtain land owner‟s (not lessees) written consent; indicate the requirement for reinstatement to original  Site should have a minimum buffer of 0.5 – 1 km from all socially, environmentally sensitive areas (eg., residential, socio-culturalareas&water bodies (0.5 km), forests (1km),

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Field Anticipated Impact Mitigation Measures Responsible for Cost and Implementation Source of Funds EMP Unsatisfactory  Appoint EHS supervisor and designate 1 EHS coordinator DBO contractor Cost for Implementation compliance to EMP (among the technical staff) in each town implementation & reporting  Ensure that all pre-construction activities are complete prior of mitigation to start of construction work measures  Ensure timely submission of monitoring reports responsibility of contractor. etc.,)  Take extreme care in selecting sites to avoid direct disposal to water body which will inconvenience the community.  Document site‟s pre-project conditions Sources of Extraction of  Obtain material only existing borrow sites/quarries already DBOC to identify Part of project Materials materials can disrupt permitted by the Department of Mines and Geology; sources that have costs natural land contours  If new quarries sites/quarries are necessary, contractor shall all permits, if and vegetation be obtain all necessary permissions as per the law in force. required, obtain resulting in  Contractor to obtain construction materials only after written permits, and accelerated erosion, permission / approval of PIU for respective sources submit to PIU disturbance in  Maintain a construction material register at the site natural drainage PIU to check and patterns, ponding approve and water logging, and water pollution. Consents, Failure to obtain  Obtain all necessary consents, permits, clearance, NOCs, PMU / PIU to Part of project permits, necessary consents, etc required for the project prior to award of contact or start obtain project costs clearances, permits, NOCs, etc. of civil works, as necessary. clearances; DBOC NOCs, etc. can result to design  Include in detailed designs, drawings and documents all to provide revisions and/or regulatory conditions and provisions, where required necessary stoppage of works  Contractor to identify & obtain all necessary approvals, assistance including in compliance with labour laws, before start of construction; DBOC to obtain  Contractor to acknowledge in writing to PIU and provide construction copies of all obtained permits, clearance, NOCs, etc. permits & PIU to ensure Asbestos Health risk due to  Obtain details from PHED/NPs on location of underground DBOC in Part of project Cement Pipes exposure to asbestos AC pipes coordination with costs materials  Locate the new piper carefully to avoid encountering AC PIU and ULB pipes  Leave the AC pipes undisturbed in the ground.

Table 11: Construction Stage Environmental Management Plan Field Anticipated Impact Mitigation Measures Responsible for Cost and Source of Mitigation Funds EMP Implementation Irreversible impact to  Project manager and all key workers will DBOC Cost of EMP Training the environment, be required to undergo training on EMP Implementation Orientation workers, and implementation including spoils/waste PMC Construction Training to contractor is community management, Standard operating and Environmental responsibility of PMU. procedures (SOP) for construction Specialists to works; occupational health and safety conduct the Other costs responsibility of (OH&S), core labor laws, applicable training contractor. environmental laws, etc. Air Quality Emissions from  Control dust by water sprinkling on DBO Contractor Cost for implementation of construction exposed soil, stock stockpiled material mitigation measures vehicles, equipment, on site responsibility of contractor. and machinery used  Barricade area, provide wind sheets for installation of  Use tarpaulins to cover sand and other Air quality monitoring costs pipelines resulting to loose material when transported by are included in the EMP dusts and increase trucks; costs of project in concentration of  Clean wheels and undercarriage of haul vehicle-related trucks prior to leaving construction site pollutants such as  Prevent entry of traffic, public in carbon monoxide, construction area sulfur oxides,  Fit all heavy equipment, and machinery particulate matter, with air pollution control devices which nitrous oxides, and are operating correctly; all the vehicle hydrocarbons. shall meet the emission norms and shall have valid pollution under control (PUC) certificate (Appendix 3)  Conduct air quality monitoring as per the monitoring plan

Surface water quality Mobilization of  Avoid earthworks during the rainy DBO Contractor Cost for implementation of settled silt materials, season mitigation measures

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Field Anticipated Impact Mitigation Measures Responsible for Cost and Source of Mitigation Funds and chemical  Avoid stockpiling of earth fill especially responsibility of contractor. contamination from during the monsoon season unless fuels and lubricants covered by tarpaulins or plastic sheets; Water quality monitoring during installation of  Reuse excess spoils & materials in the costs are included in the pipelines can construction as far a possible EMP costs of project contaminate nearby  Identify disposal sites prior to surface water construction & dispose construction quality. waste only at designated areas  Install temporary silt traps basins along the drainage leading to the water bodies;  Place storage areas for fuels and lubricants away from any drainage leading to water bodies;  Conduct surface quality inspection according to the Environmental Management Plan (EMP). Noise Levels Increase in noise  Conduct noise generating activities (eg, DBOContractor Cost for implementation of level due to earth- cc road cutting) during day time mitigation measures moving and  Minimize noise from construction responsibility of contractor. excavation equipment (by using vehicle silencers, equipment, and the fitting jackhammers with noise-reducing transportation of mufflers, and use portable street barriers equipment, to minimize sound impact to surrounding materials, and sensitive receptor; people  Maintain maximum sound level not exceeding 80 decibels (dBA) when measured at a distance of 10 m or more from the vehicle/s.  Identify any buildings at risk from vibration damage and avoiding any use of pneumatic drills or heavy vehicles in the vicinity;  Consult local communities in advance to avoid working at sensitive times, such as religious and cultural festivals. Landscape and Impacts due to  Prepare and implement a Construction DBO Contractor Cost for implementation of aesthetics excess excavated Waste Management Plan mitigation measures

Field Anticipated Impact Mitigation Measures Responsible for Cost and Source of Mitigation Funds earth, excess  Stockpiles, lubricants, fuels, and other responsibility of contractor. construction materials should be located away from materials, and solid steep slopes and water bodies; waste such as  Avoid stockpiling any excess spoils; removed concrete, dispose immediately to designated areas wood, packaging  Domestic solid waste generated at materials, empty construction camps and work sites shall containers, spoils, be properly managed (collected, oils, lubricants, and segregated, disposed properly); waste other similar items. should not burned  Residual and hazardous wastes such as oils, fuels, and lubricants shall be disposed through approved recyclers  Environmentally restore the work sites to at least pre-project conditions; PIU to approve in writing that site is restored Ecological Resources Loss of vegetation  Avoid removal of vegetation / tree cutting DBO Contractor Cost for implementation of – Terrestrial and tree cover  If unavoidable, minimize as far as mitigation measures possible, and obtain tree-cutting permit responsibility of contractor.  Plant 10 trees for every one cut Land use Environmental  The impact due to change in land use Not applicable Not applicable Issues due to land will be negligible due to this project. use change Accessibility Traffic problems and  Confine work areas along the roads to DBO Contractor Cost for implementation of conflicts near project the minimum possible extent; all the mitigation measures locations and haul activities, including material & responsibility of contractor. road waste/surplus soil stocking should be confined to this area. Proper barricading should be provided; avoid material/surplus soil stocking in congested areas – immediately remove from site/ or 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

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Field Anticipated Impact Mitigation Measures Responsible for Cost and Source of Mitigation Funds 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;  Keep the site free from all unnecessary obstructions;  Drive vehicles in a considerate manner;  Coordinate with Traffic Police for temporary road diversions, where necessary, and for provision of traffic aids  Notify affected area by public information notices, providing sign boards informing nature and duration of construction works and contact numbers for concerns/complaints.  For works in very narrow roads o Inform the affected local population 1-week in advance about the work schedule o Plan and execute the work in such a way that the period of disturbance/ loss of access is minimum. o Provide pedestrian access in all the locations until normalcy is restored. Provide wooden/metal planks over the open trenches at each house to maintain the access. Socio-Economic – Impede the access  Do not obstruct access; provide DBO Contractor Cost for implementation of Income. of residents and temporary access, by leaving spaces in mitigation measures customers to nearby excavation, provide walkways and metal responsibility of contractor. shops sheets for people and vehicles where necessary to continue business  Increase workforce in the areas with

Field Anticipated Impact Mitigation Measures Responsible for Cost and Source of Mitigation Funds predominantly institutions, place of worship, business establishment, hospitals, and schools;  Consult businesses and institutions regarding operating hours and factoring this in work schedules Socio-Economic – Generate temporary  Employ local persons in construction DBO Contractor Cost for implementation of Employment employment and work if manpower is available mitigation measures increase in local responsibility of contractor. revenue Occupational Health Occupational  Comply with all national, state and local DBO Contractor Cost for implementation of and Safety hazards which can core labor laws (see Appendix 6 of this mitigation measures arise during work IEE) responsibility of contractor.  Implement site-specific occupational health and safety (OH&S) measures, such as the following  Provided personal protective equipment (PPE) to workers(like helmet, gumboot, safety belt, gloves, nose musk and ear plugs), and ensure that they are used  Conduct OH&S training workers/staff  Do no employ ad-hoc work procedures, follow best & acceptable work practices  Document work-related accidents  Provide qualified & easily accessible first-aid facilities all times at all sites  Secure all installations from unauthorized intrusion and accident risks;  Provide potable drinking water;  Provide clean eating areas where workers are not exposed to hazardous or noxious substances;  Provide H&S orientation training to all workers to ensure that they are apprised of the basic site rules of work at the site, PPEs, and preventing injuring to fellow workers;

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Field Anticipated Impact Mitigation Measures Responsible for Cost and Source of Mitigation Funds  Ensure that visitor/s do not enter hazard areas unescorted  Ensure the visibility of workers through their use of high visibility vests when working in or walking through heavy equipment operating areas;  Ensure moving equipment is outfitted with audible back-up alarms;  Mark and provide sign boards for hazardous areas such as energized electrical devices and lines, service rooms housing high voltage equipment, and areas for storage and disposal. Signage shall be in accordance with international standards and be well known to, and easily understood by workers, visitors, and the general public as appropriate; and  Disallow worker exposure to noise level greater than 85 dBA for a duration of more than 8 hours per day without hearing protection. The use of hearing protection shall be enforced actively. Community Health and Traffic accidents and  Plan routes to avoid times of peak- DBOContractor Cost for implementation of Safety. vehicle collision with pedestrian activities and high risk areas. mitigation measures pedestrians during  Prevent public entry in to work areas responsibility of contractor. material and waste through barricading and security guards transportation  Maintain regularly the vehicles and minimize potentially serious accidents caused by equipment malfunction or premature failure.  Provide road signs and flag persons to warn of on-going trenching activities.  In very narrow streets, conduct work section-wise (~100 m), and complete excavation, pipe laying and backfilling in minimum possible time (1 day preferably)

Field Anticipated Impact Mitigation Measures Responsible for Cost and Source of Mitigation Funds Work Camps and Temporary air and  Establish camps only after site approval DBO Contractor Cost for implementation of worksites noise pollution from  Avoid cutting of trees/ clearing bushes mitigation measures machine operation,  Provide adequate drinking water, water responsibility of contractor. water pollution from for other uses, and sanitation facilities storage and use of  Ensure conditions of livability at work fuels, oils, solvents, camps are maintained at the highest and lubricants standards possible at all times;  Prohibit employees from poaching Unsanitary and poor wildlife and cutting of trees for firewood; living conditions for  Train employees in the storage and workers handling of materials which can potentially cause soil contamination;  Recover used oil and lubricants and reuse or remove from the site;  Manage solid waste according to the preference hierarchy: reuse, recycling and disposal to designated areas;  Ensure unauthorized persons specially children are not allowed in any worksite Post-construction Damage due to  Remove all spoils wreckage, rubbish, or DBOContractor Cost for implementation of clean-up debris, spoils, temporary structures (such as buildings, mitigation measures excess construction shelters, and latrines) which are no responsibility of contractor. materials longer required  All excavated roads shall be reinstated to original condition.  All disrupted utilities restored  All affected structures rehabilitated/compensated  The area that previously housed the construction camp is to be checked for spills of substances such as oil, paint, etc. and these shall be cleaned up.  All hardened surfaces within the construction camp area shall be ripped, all imported materials removed, and the area shall be top soiled and regressed  The contractor must arrange the

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Field Anticipated Impact Mitigation Measures Responsible for Cost and Source of Mitigation Funds cancellation of all temporary services.  Restore the work sites to pre-project conditions; PIU to approve in writing that site is restored

Table12: Operation Stage Environmental Management Plan Field Anticipated Impact Mitigation Measures Responsible for Monitoring of Cost and Mitigation Mitigation Source of Funds Check for Loss of water,  Effective leak detection and water DBO Contractor PIU and Operating blockage and increased demand auditing to reduce the water losses respective Nagar costs leakage problems and inconvenience to Parishads of reducing the consumers & general Buxwaha, Hatta water losses public and Pawai Water Impacts on public  Ensure protection of water source quality Respective Nagar PMU in Operating contamination – health (Sonar and Patne river), any entry of Parishads of coordination with costs raw water wastewater into the river upstream of Buxwaha, Hatta WRD contamination at Weir sites should be prevented. and Pawai source and  Contamination of treated water during PIU and treated water transmission and distribution should be DBO Contractor respective Nagar during prevented by quickly identifying, isolating Parishads of transmission and repairing the leak section. Develop a Buxwaha, Hatta system of leak detection and rectification. and Pawai  Conduct regular monitoring of raw & treated water and ensure that water supplied at all times meets the drinking water standards (Appendix 7) Discharge the Pollution of streams  Backwash water will be recirculate so no DBO Contractor PIU and Operating impurities and /drains wastewater generated from WTPs respective Nagar costs other solids  Maintain the mechanical parts as per the Parishads of collected due to maintenance plan to avoid any hazards Buxwaha, Hatta filtration and back and Pawai wash Sludge Land and water  Collect the sludge from WTP units, dry in DBO Contractor PIU and Operating generation pollution, impacts on sludge drying beds, and reuse / dispose respective Nagar costs health & environment safely as per the design Parishads Increased in Water pollution, and  Sanitation facilities needs to be improved Respective Nagar PMU To be sewage impacts on public at community level and at the town level Parishads of identified - generation health and to meet the increased sewage demand Buxwaha, Hatta respective environment and Pawai NPs Generation of Impacts on public  Collect solid wastes and dispose to DBO Contractor PIU and Operating waste materials health and approved disposal yards respective Nagar costs environment Parishads Occupational Health, social and  Provide appropriate PPE to DBO Contractor PIU and Operating

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Field Anticipated Impact Mitigation Measures Responsible for Monitoring of Cost and Mitigation Mitigation Source of Funds health and safety economic impacts on workers&training on its proper use respective Nagar costs the workers  Use fall protection equipment when Parishads of working at heights. Buxwaha, Hatta  Maintain work areas to minimize slipping and Pawai and tripping hazards.  Implement a training program for operators who work with chlorine regarding safe handling practices and emergency response procedures.  Prepare escape plans from areas where there might be a chlorine emission.  Install safety showers and eye wash stations near the chlorine equipment and other areas where hazardous chemicals are stored or used.  Prohibit eating, smoking, and drinking except in designated areas.

Table 13: Construction Stage Environmental Monitoring Plan Monitoring field Monitoring location Monitoring parameters Frequency Responsibility Cost & Source of Funds Construction All work sites Implementation of dust Regularly as required Supervising Part of TOR of PIU, PMC disturbances, control, noise control, during construction; staff and and PMU nuisances, public & traffic management, & checklist to be filled safeguards worker safety, safety measures. monthly once specialists Site inspection checklist to review implementation is appended at Appendix 26 Ambient air quality 6 locations  PM10, PM2.5 NO2, Once before start of DBO Contractor Cost for (2 locations in each SO2, CO construction implementation of town: (i) at WTP site, Quarterly (yearly 4-times) monitoring measures (ii) distribution work during construction (2 responsibility of site) year period considered) contractor (54 samples x 5000 per sample = 270,000) Ambient noise 6 locations  Day time and night time Once before start of DBO Contractor Cost for

(2 locations in each noise levels (24 hours) construction implementation of town: (i) at WTP site, Quarterly (yearly 4-times) monitoring measures (ii) distribution work during construction (2 responsibility of site) year period considered) contractor (54 samples x 1500 per sample = 81,000) Surface water 3 locations (down  pH, Oil & grease, Cl, Once before start of DBO Contractor Cost for quality Stream of work sites F, NO3, TC, FC, construction& implementation of in Tipan, Mahanadi Hardness, Turbidity monthly during monitoring measures rivers, and Bansagar BOD, COD, DO, Total construction (3 months responsibility of dam) Alkalnity period considered) in contractor river (12 samples x 4000 per sample = 48,000) Once before start of (27 samples x 4000 per 3 locations (one construction& sample = 108,000) lake/pond/stream in Quarterly during

each town) construction (24)

Table 14: Operation Stage Environmental Monitoring Plan Monitoring field Monitoring Monitoring parameters Frequency Responsibility Cost & Source location of Funds Source water quality Near intake point in pH, Cl, F, NO3, TC, FC, Hardness, Turbidity Yearly twice DBO O&M costs Tipan, Mahanadi BOD, COD, DO, Total Alkalnity (pre & post Contractor and Bansagar heavy metals & pesticides monsoon) Monitoring of quality Consumer end- pH, Nitrite, Nitrate, Turbidity , Total Alkalnity, Monthly DBO O&M costs of water supplied to random sampling in Total coli form and Feacal coli form once Contractor consumers all zones Sludge quality and WTP Analysis for concentration of heavy metals Yearly once DBO O&M costs suitability as manure and confirm that value are within the following Contractor limits (all units are in mg/kg dry, except pH)  Arsenic - 10.00,  Cadmium - 5.00  Chromium - 50.00  Copper - 300.00  Lead - 100.00  Mercury - 0.15  Nickel - 50.00  Zinc - 1000.00  PH - 5.5-8.5

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C. EMP Compliance Responsibilities

89. PMU Responsibilities. PO (Environment) will be supported by PMC, which will be staffed with an Environmental Specialist, and Environmental Coordinators. Key tasks and responsibilities of the PO (Environment) for this sub project include the following:

Bidding stage:

(i) Prior to invitation of bids for civil works contract, ensure that

a. Water Resources Department (WRD) permission is obtained for sourcing water b. Consent for establishment (CFE) is obtained from MPPCB for WTP construction

(ii) Ensure that EMP is included in bidding documents and civil works contracts (iii) Ensure that the bid/contract documents include specific provisions requiring contractors to comply with all applicable labour laws and core labour standards including:

a. Labour welfare measures and provision of amenities b. prohibition of child labour as defined in national legislation for construction and maintenance activities; c. equal pay for equal work of equal value regardless of gender, ethnicity, or caste; d. elimination of forced labour; e. the requirement to disseminate information on sexually transmitted diseases, including HIV/AIDS, to employees and local communities surrounding the project sites. (iv) Ensure that staff required for implementation of EMP is included in the bid requirements (v) Ensure that EMP cost is included in the project cost (vi) In the pre-bid meeting, provide insight into the EARF requirements, IEE update, EMP measures, and overall compliance requirements to the bidders

Construction stage:

(i) Facilitate and ensure that all necessary environmental clearances/permissions, including that of contractor‟s are in place prior to start of construction (ii) Organize an induction course for the training of contractors, preparing them on EMP implementation, environmental monitoring, and on taking immediate action to remedy unexpected adverse impacts or ineffective mitigation measures found during the course of implementation. (iii) provide oversight on environmental management aspects of subprojects and ensure EMPs are implemented by PIU and contractors (iv) Supervise and provide guidance to the PIUs to properly carry out the environmental monitoring as per the EMP (v) Oversee grievance redress mechanism to address any grievances brought about in a timely manner; ensure that records are properly maintained (vi) Consolidate monthly environmental monitoring reports from PIU and submit semi-annual monitoring reports to ADB (vii) Oversee site closures to ensure that all work / facility sites are restored properly prior to issuing work completion certificate to the contractor

Operation stage:

(i) Ensure and consent for operation (CFO) is obtained from MPPCB for WTP prior to start of operation

90. PIU Responsibilities. PIU will be headed by a Project Manager and supported by PMC. An Assistant Project Manager of PIU will be given additional responsibilities of safeguard tasks and will be designated as Assistant Environmental Officer (ASO). ASO will be supported by PDMC Environmental Specialist and Environmental Coordinator. Key tasks and responsibilities of the ASO for this subproject include the following:

(i) Provide necessary support to PIU and Nagar Parishads in obtaining permission from WRD and MPPCB; liaison with PMU and regulatory agencies (ii) Oversee day-to-day implementation of EMPs by contractors, including compliance with all government rules and regulations, take necessary action for obtaining rights of way (iii) Oversee environmental monitoring by contractors (iv) Take corrective actions when necessary to ensure no environmental impacts (v) Submit monthly environmental monitoring reports to PMU (vi) Conduct continuous public consultation and awareness (vii) Address any grievances brought about through the grievance redress mechanism in a timely manner as per the EMP

91. Contractor’s responsibilities.

Bidding stage:

(i) Understand the EMP requirements and allocate necessary resources (budget, staff, etc.,) (ii) Understand the regulatory compliance requirements related to labour welfare, safety, environment etc.,

Design stage:

(i) Review the IEE Report including the REA checklist, category and the EMP, and conduct site visits to understand the environmental sensitivity of the project sites. (ii) Update the REA checklist, confirm the category, and update/revise the IEE Report of the project reflecting the changes /amendments /additions that are effected in the project during the detailed design (iii) Update / revise and finalize the EMP (iv) Provide all necessary technical assistance to PIU / ULB in obtaining regulatory clearances/approvals. (v) Ensure that all design-related measures of the EMP, and conditions, if any, of government regulatory agencies (like MPPCB consent conditions) are duly included in the final designs.

Construction stage:

(i) Ensure that all regulatory clearances (both project related and contractor related) are in place before start of the construction work. (ii) Mobilize EHS officer and Archaeological supervisor prior to start of work (iii) Confirm with PIU availability of rights of way at all project sites prior to start of work. (iv) Prepare and submit: a. Construction waste management (CWM) plan

b. Traffic management (TM) plan (v) Implement the mitigation measures as per the EMP including CWM & TM Plans (vi) Follow the EMP measures/guidelines for establishment of temporary construction camps, construction waste disposal sites, and material borrow areas, etc., (vii) Implement EMP and ensure compliance with all the mitigation and enhancement measures (viii) Conduct environmental monitoring (air, noise, water etc.,) as per the EMP (ix) Undertake immediate action as suggested by PIU / PMU / PMC to remedy unexpected adverse impacts or ineffective mitigation measures found during the course of implementation (x) Submit monthly compliance reports on EMP implementation (xi) Act promptly on public complaints and grievances related to construction work and redress in a timely manner in coordination with PIU (xii) Comply with applicable government rules and regulations

Operation stage:

(i) Obtain CFO from MPPCB in coordination with the ULB, and comply with MPPCB conditions, if any, during the operation phase (ii) Implement the operation phase EMP including the monitoring plan (iii) Submit quarterly EMP implementation report

D. Training Needs

92. The following Table 15 presents the outline of capacity building program to ensure EMP implementation. The estimated cost is Rs.275,000 (excluding trainings of contractors which will be part of EMP implementation cost during construction) to be covered by the project‟s capacity building program. The detailed cost and specific modules will be customized for the available skill set after assessing the capabilities of the target participants and the requirements of the project by the ES of PDMC.

Table 15: Outline Capacity Building Program on EMP Implementation Description Target Participants& Estimate Cost and Source Venue (INR) of Funds 1. Introduction and Sensitization to All staff and - Included in the Environmental Issues (1 day) consultants involved in overall program - ADB Safeguards Policy Statement the project cost - Government of India and Madhya Pradesh applicable safeguard laws, regulations and At PMU, Bhopal policies including but not limited to core (combined program for labor standards, OH&S, etc. all subprojects) - Incorporation of EMP into the project design and contracts - Monitoring, reporting and corrective action planning

Description Target Participants& Estimate Cost and Source Venue (INR) of Funds 2. EMP implementation (1/2 day) All PIU staff, - Part of overall - EMP mitigation & monitoring measures contractor staff and program costs – -Roles and responsibilities consultants involved in PMC will conduct - Public relations, - Consultations the Buxwaha, Hatta at PIU office - Grievance redress and Pawai - Monitoring and corrective action planning subproject Part of scope of - Reporting and disclosure work of PMU, PIU, - Construction site standard operating At PIU PMC & DBOC procedures (SOP) - AC pipe protocol - Traffic management plan - Waste management plan - Site clean-up & restoration 3. Contractors Orientation to Workers (1/2 Once before start of - Contractors cost day) work, and thereafter - Environment, health and safety in project regular briefing every construction month once. Daily briefing on safety prior to start of work

All workers (including unskilled laborers)

E. Monitoring and Reporting

93. During the detailed design stage, DBO Contractor should confirm PMU the mobilization of Environmental Expert for IEE update and integrating design stage EMP into designs.

94. Prior to commencement of the works, the contractor will submit a compliance report to PIU that all identified pre-construction mitigation measures as detailed in the EMP are undertaken. Contractor should confirm EHS supervisor is mobilized and EHS coordinators are designated for each town for effective implementation of the EMU. PMU with the assistance of the PMC will review the report and permit commencement of works.

95. During construction, results from internal monitoring by the contractor will be reflected in their monthly EMP implementation reports to the PIU. PMU will review and advise contractors for corrective actions if necessary. Quarterly report summarizing compliance and corrective measures taken will be prepared by PMC field team at PIU and submitted to PMU (Appendix 27). During operation, the contractor will conduct management and monitoring actions as per the operation stage EMP, and submit to PMU and ULB a quarterly report on EMP implementation and compliance.

96. Based on monthly &quarterly reports and measurements, PMU will submit to ADB, semi- annual (6-monthly)Environmental Monitoring Reports (EMR).Once concurrence from the ADB is received the report will be disclosed on the MPUDC and PMU websites.

97. ADB will review project performance against the MPUSIP commitments as agreed in the legal documents. The extent of ADB‟s monitoring and supervision activities will be commensurate with the project‟s risks and impacts. Monitoring and supervising of social and environmental safeguards will be integrated into the project performance management system

F. EMP Implementation Cost

98. Most of the mitigation measures require the contractors to adopt good site practice, which should be part of their normal procedures already, so there are unlikely to be major costs associated with compliance. The costs which are specific to EMP implementation and are not covered elsewhere in the projects are given below. The total costs are estimated at INR 2.43 million, which are to be covered by contractor costs.

Table 16: Cost Estimates to Implement the EMP Particulars Stages Unit Total Rate Cost Costs Numbe (INR) (INR) Covered r By A. Implementation staff 1 Environmental Design & pre Per 0.5 150,00 75,000 DBO Specialist construction month 0 Contract 1 EHS Supervisor Construction per 24 50,000 1,200,000 DBO month contract Subtotal (A) 1,275,000 B. Mitigation Measures 1 Consent for Pre Lump 150,000 Project establishments & construction sum costs consent for operation from MPPCB 2 Provision for tree Construction Per tree 100 1,000 100,000 DBO cutting & compensatory contract plantation measures 3 Traffic management at Construction Lump - - 300,000 DBO work sites sum – 3 contract (Pavement Markings, towns Channelizing Devices, Arrow Panels and Warning Lights) Subtotal (B) 550,000 C. Monitoring Measures 1 Air quality monitoring Construction / sample 54 5,000 270,000 DBOC 2 Noise levels monitoring Construction / sample 54 1,500 81,000 DBOC 3 Surface water Construction / sample 39 4,000 156,000 DBOC monitoring 4 Water and sludge Operation LS / yr - - 100,000 DBO Subtotal (C) 607,500 Subtotal (D) - Total (A+B+C) INR 2,432,000

X. CONCLUSION AND RECOMMENDATIONS

99. The process described in this document has assessed the environmental impacts of all elements of the Buxwaha, Hatta and Pawai water supply improvement subproject. All potential impacts were identified in relation to pre-construction, construction, and operation phases. Planning principles and design considerations have been reviewed and incorporated into the site planning and design process wherever possible; thus, environmental impacts as being due to the project design or location were not significant.

100. There are two important location and design aspects. First, the proposed water supply schemes include design of new water sources, that include construction of weir (for Pawai), and drawing of water from a dam (Buxwaha) for Buxwaha town and from Sonar river (Hatta Town).

101. As per salient features of the Dam, it is assessed to be unlikely to have any issue of source sustainability for Buxwaha town. For Pawai town, water will be sourced from Patne River, to cater to the no-flow period (2-3 months), small weir is proposed.

102. For Hatta town, water will be sourced from Sonar River. The requirement of Hatta town is miniscule in comparison with the storage available in river. WRD permission for abstraction from the river is in process. PMU has already discussed with the WRD, and the permission is likely to be issued soon.

103. Although none of the components are located within the forest, conduct of construction works and presence of workers, vehicles may damage /disturb the sensitive areas. Necessary precautionary measures are suggested to avoid any impacts.

104. During the construction phase, impacts mainly arise from the construction dust and noise, the need to dispose of large quantities of waste soil and import of construction material, and from the disturbance of residents, businesses, traffic and important buildings by the construction work. The social impacts (access disruptions) due to construction activities are unavoidable, as the residential and commercial establishments exist along the roads where pipeswill be laid. As some of the works are conducted in rive, there is a risk of water contamination, river bed damage, etc.. Appropriate measures are suggested.

105. Anticipated impacts of water supply during operation and maintenance will be related to detection and repair of leaks, pipe bursts. These are, however, likely to be minimal, as proper design and selection of good quality pipe material shall mean that leaks are minimal. Leak repair work will be similar to the pipe-laying work. Appropriate measures to deal with backwash water and sludge from WTP is included in the project design. Application and handling of chlorine gas will involve certain risks, and appropriate measures are suggested for safe application. The DBO Contractor will implement the operation stage EMP during contract period.

106. The public participation processes undertaken during project design ensured stakeholders are engaged during the preparation of the IEE. The planned information disclosure measures and process for carrying out consultation with affected people will facilitate their participation during project implementation.

107. The project‟s grievance redress mechanism will provide the citizens with a platform to redress of their grievances, and describes the informal and formal channels, time frame, and mechanisms for resolving complaints about environmental performance.

108. The EMP will assist the PMU, PIU, PMC and DBO contractor in mitigating the environmental impacts, and guide them in the environmentally sound execution of the proposed project.

109. A copy of the EMP/approved SEPshallbe kept on-site during the construction period at all times. The EMP shall be made binding on all contractors operating on the site, and will be included in the contractual clauses. Non-compliance with, or any deviation from, the conditions set out in this document shall constitute a failure in compliance.

110. The project will benefit the general public by contributing to the long-term improvement of water supply systems and community livability in Buxwaha, Hatta and Pawai.

111. Therefore, as per ADB SPS, the project is classified as environmental category B and does not require further environmental impact assessment. However, to conform to government guidelines, the project requires (i) permission of WRD, GoMP for water abstraction from Buxwaha tank , and for construction of weir and intakes on Patne river and Sonar river (iii)Consent for Establishment (CFE) and Consent for Operation (CFO) for WTPs from MPPCB. These permissions/approvals shall be obtained.

112. This IEE shall be updated during the detailed design stage by the DBO contractor to reflect any changes, amendments and will be reviewed and approved by PMU.

Appendix81

Appendix 1: REA Check list WATER SUPPLY Instructions:  This checklist is to be prepared to support the environmental classification of a project. It is to be attached to the environmental categorization form that is to be prepared and submitted to the Chief Compliance Officer of the Regional and Sustainable Development Department.  This checklist is to be completed with the assistance of an Environment Specialist in a Regional Department.  This checklist focuses on environmental issues and concerns. To ensure that social dimensions are adequately considered, refer also to ADB checklists and handbooks on (i) involuntary resettlement, (ii) indigenous peoples planning, (iii) poverty reduction, (iv) participation, and (v) gender and development.  Answer the questions assuming the “without mitigation” case. The purpose is to identify potential impacts. Use the “remarks” section to discuss any anticipated mitigation measures.

Country/Project Title: India / Madhya Pradesh Urban Services Improvement Program – Buxwaha Water Supply Subproject Sector Division: Urban Development

SCREEINING QUESTION YES NO REMARKS A. Project Siting Is the project area…  Densely populated?  Buxwaha town is having average density of 694/Sqkms. Project covers entire town including the densely population areas. There are no major negative impacts envisaged because Distribution line will be located in unused Government lands alongside the existing roads and can be constructed without causing disturbance to houses and commercial establishments. In narrow streets disruption to road users is likely and measures like best activity scheduling, alternative routes, prior information to road users, houses and shops will minimize the impact to acceptable levels.  Heavy with development activities?   Adjacent to or within any  environmentally sensitive areas?  Cultural heritage site   Protected Area   Wetland   Mangrove   Estuarine   Buffer zone of protected area   Special area for protecting  biodiversity  Bay  B. Potential Environmental Impacts

Will the Project cause… Pollution of raw water supply from  There are no significant water pollution upstream wastewater discharge from sources in the catchment. Raw water Communities, industries, agriculture, and quality is tested and found that it is soil erosion runoff? suitable for Domestic use. Impairment of historical/cultural  monuments/areas and loss/damage to these sites? Hazard of land subsidence caused by  Not applicable, subproject does not excessive ground water pumping? involve groundwater abstraction Social conflicts arising from displacement  Project does not involve land acquisition of communities? /displacement .No social conflicts envisaged Conflicts in abstraction of raw water for  No, the water will be abstracted with due water supply with other beneficial water of Water Resource Department. uses for surface and ground waters? Unsatisfactory raw water supply (e.g.  Raw water Quality is tested and found that excessive pathogens or mineral it is suitable for Domestic use. constituents)? Delivery of unsafe water to distribution  Water will be treated and disinfected prior system? to supply. Inadequate protection of intake works or  Water is abstracted from a existing Check wells, leading to pollution of water supply? Dams (Pali & Bhadbhada)there are no major polluting sources in the catchment Over pumping of ground water, leading to  No Ground water pumping is required as salinization and ground subsidence? Surface water source is selected for the project Excessive algal growth in storage  Regular cleaning of storage tanks will be reservoir? conducted during operation. Increase in production of sewage beyond  As per CPHEEO manual the rate of water capabilities of community facilities? supply is 70lpcd for the town where sewerage scheme is not anticipated Inadequate disposal of sludge from water  Appropriate provision for sludge drying treatment plants? and disposal is included in the project Inadequate buffer zone around pumping  No and treatment plants to alleviate noise and other possible nuisances and protect facilities? Impairments associated with transmission  No lines and access roads? Health hazards arising from inadequate  Measures for safe handling of Chlorine design of facilities for receiving, storing, are included and handling of chlorine and other hazardous chemicals. Health and safety hazards to workers from  Measures for safe handling of Chlorine the management of chlorine used for are included disinfection and other contaminants? Dislocation or involuntary resettlement of  There is no resettlement of people for people project implementation. Social conflicts between construction  The contractor will be utilizing the local workers from other areas and community labour forces as far as possible; in case if workers? it is unavoidable, labour camps and facilities will be provided appropriately. No conflicts envisaged.

Appendix83

Noise and dust from construction  Dust suppression measures such as activities? water sprinkling will be employed Increased road traffic due to interference of  Excavation & Laying pipelines along construction activities? public road will interfere with the traffic. Construction material transport will increase traffic within city and dumping construction material on road cause traffic congestion. Proper traffic & Construction planning will be ensured to minimize the interference. Continuing soil erosion/silt runoff from  Construction work during monsoon shall construction operations? be carried out with due care so that silt run off due to construction operation is prevented. Delivery of unsafe water due to poor O&M  No, appropriate O&M will be conducted treatment processes (especially mud accumulations in filters) and inadequate chlorination due to lack of adequate monitoring of chlorine residuals in distribution systems? Delivery of water to distribution system,  Not envisaged which is corrosive due to inadequate attention to feeding of corrective chemicals? Accidental leakage of chlorine gas?  Measures for safe handling of chlorine are included. Excessive abstraction of water affecting  Water abstraction will be limited to downstream water users? allocate quantity for Buxwaha. competing uses of water?  Water abstraction will be limited to allocate quantity for Buxwaha. Increased sewage flow due to increased  As per CPHEEO manual the rate of water water supply supply is 70lpcd for the town where sewerage scheme is not anticipated Increased volume of sullage (wastewater  No from cooking and washing) and sludgefrom wastewater treatment plant Large population influx during project  Minimum influx of population during the construction and operation that causes construction and operation period. increased burden on socialinfrastructure and services (such as water supply and sanitation systems)? . Risks to community health and safety  No such materials are used in project so due to the transport, storage, and use no risk to community health & safety and/or disposal of materials such as explosives, fuel, and other chemicals during operation and construction? . Community safety risks due to both  Proper safety measures would be ensured accidental and natural hazards, during the construction & operation and especially where the structural elements decommissioning. or components of the project are accessible to members of the affectedcommunity or where their failure could result in injury to the community throughout project construction, operation, and decommissioning?

Climate Change and Disaster Risk Questions Yes No Remarks The following questions are not for environmental categorization. They are included in this checklist to help identify potential climate and disaster risks. Is the Project area subject to hazards such as √ Semi-arid zone, unreliable rainfall, earthquakes, floods, landslides, tropical cyclone winds, less vegetation cover. Promote more storm surges, tsunami or volcanic eruptions and climate efficient use of water by reducing changes? losses and wastage to counter increased demands due to higher temperatures. Could changes in temperature, precipitation, or extreme √ Reduction in rainfall may affect the events patterns over the Project lifespan affect technical or water availability from dam. Given financial the priority for drinking water sustainability (e.g., changes in rainfall patterns disrupt supply, dead storage will be utilized in reliability case of low rain fall years of water supply; sea level rise creates salinity intrusion into proposed water supply source)? Are there any demographic or socio-economic aspects of √ No the Project area that are already vulnerable (e.g.,high incidence of marginalized populations, rural-urban migrants, illegal Settlements, ethnic minorities, women or children)? Could the Project potentially increase the climate or √ No disaster vulnerability of the surrounding area (e.g., by using water from a vulnerable source that is relied upon by many user groups, or encouraging settlement in earthquake zones)?

Country/Project: India/Madhya Pradesh Urban Services Improvement program- HATTA-Water Supply project

Sector/Division: Urban Development & Environment Department/MPUDC

SCREEINING QUESTION YES NO REMARKS A. Project Siting Is the project area… .Densely populated?  Average Density of Hatta Town is 5161/Sq.Km. as per census 2011.The Project covers entire town including the densely population areas. As Hatta Fort & other structures are Archeological sites there are no major negative impacts envisaged around these sites because Distribution line will be located in unused Government lands alongside the existing roads and can be constructed without causing disturbance to houses and commercial establishments. In narrow streets disruption to road users is likely and measures like best activity scheduling, alternative routes, prior information to road users, houses and shops will minimize the impact to acceptable levels. .Heavy with development activities?  .Adjacent to or within any environmentally

Appendix85

sensitive areas? Cultural heritage site  Protected Area  Wetland  Mangrove  Estuarine  Buffer zone of protected area  Special area for protecting biodiversity  Bay  B. Potential Environmental Impacts

Will the Project cause… .Pollution of raw water supply from upstream  There are no significant water pollution wastewater discharge from sources in the catchment. Raw water Communities, industries, agriculture, and soil quality is tested and found that it is suitable erosion runoff? for Domestic use. .Impairment of historical/cultural  monuments/areas and loss/damage to these sites? .Hazard of land subsidence caused by  Subproject does not involve groundwater excessive ground water pumping? abstraction .Social conflicts arising from displacement of  Project does not involve land acquisition communities? /displacement .No social conflicts envisaged .Conflicts in abstraction of raw water for  No, the water will be abstracted with due water supply with other beneficial water uses of Water Resource Department. for surface and ground waters? .Unsatisfactory raw water supply (e.g.  Raw water Quality is tested and found that excessive pathogens or mineral constituents)? it is suitable for Domestic use. . Delivery of unsafe water to distribution  Water will be treated and disinfected prior system? to supply. .Inadequate protection of intake works or  There are no major polluting sources in the wells, leading to pollution of water supply? catchment water source. .Over pumping of ground water, leading to  No Ground water pumping is required as salinization and ground subsidence? Surface water source is selected for the project .Excessive algal growth in storage reservoir?  Regular cleaning of storage tanks will be conducted during operation. .Increase in production of sewage beyond  capabilities of community facilities? .Inadequate disposal of sludge from water  Appropriate provision for sludge drying treatment plants? and disposal is included in the project .Inadequate buffer zone around pumping and  No treatment plants to alleviate noise and other possible nuisances and protect facilities? .Impairments associated with transmission  No lines and access roads? .Health hazards arising from inadequate  Measures for safe handling of Chlorine are design of facilities for receiving, storing, and included handling of chlorine and other hazardous chemicals. .Health and safety hazards to workers from  Measures for safe handling of Chlorine are

the management of chlorine used for included disinfection and other contaminants? .Dislocation or involuntary resettlement of  There is no resettlement of people for people project implementation. .Social conflicts between construction  The contractor will be utilizing the local workers from other areas and community labour forces as far as possible; in case if it workers? is unavoidable, labour camps and facilities will be provided appropriately. No conflicts envisaged. .Noise and dust from construction activities?  Dust suppression measures such as water sprinkling will be employed .Increased road traffic due to interference of  Excavation & Laying pipelines along construction activities? public road will interfere with the traffic. Construction material transport will increase traffic within city and dumping construction material on road cause traffic congestion. Proper traffic & Construction planning will be ensured to minimize the interference. .Continuing soil erosion/silt runoff from  Construction work during monsoon shall construction operations? be carried out with due care so that silt run off due to construction operation is prevented. .Delivery of unsafe water due to poor O&M  No, appropriate O&M will be conducted treatment processes (especially mud accumulations in filters) and inadequate chlorination due to lack of adequate monitoring of chlorine residuals in distribution systems? .Delivery of water to distribution system,  Not envisaged which is corrosive due to inadequate attention to feeding of corrective chemicals? .Accidental leakage of chlorine gas?  Measures for safe handling of chlorine are included. .Excessive abstraction of water affecting  Water abstraction will be limited to downstream water users? allocate quantity for Hatta. .Competing uses of water?  Water abstraction will be limited to allocate quantity for Hatta. .Increased sewage flow due to increased  water supply .Increased volume of sullage (wastewater  No from cooking and washing) and sludgefrom wastewater treatment plant . Large population influx during project  Minimum influx of population during the construction and operation that causes construction and operation period. increased burden on socialinfrastructure and services (such as water supply and sanitation systems)? . Risks to community health and safety due to  No such materials are used in project so no the transport, storage, and use and/or risk to community health & safety disposal of materials such as explosives, fuel, and other chemicals during operation and construction? . Community safety risks due to both  Proper safety measures would be ensured accidental and natural hazards, especially during the construction & operation and

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where the structural elements or components decommissioning. of the project are accessible to members of the affectedcommunity or where their failure could result in injury to the community throughout project construction, operation, and decommissioning?

REA Checklist

Country/Project: India/Madhya Pradesh Urban Services Improvement program- Pawai- Water Supply project Sector/Division: Urban Development & Environment Department/MPUDC

SCREEINING QUESTION YES NO REMARKS A. Project Siting Is the project area… . Densely populated?  The average density of Pawai town is 2205/Sq Km. The project covers entire town including the densely population areas. There are no major negative impacts envisaged because pipeline will be located in unused Government lands alongside the existing roads and can be constructed without causing disturbance to houses and commercial establishments. In

narrow streets disruption to road users is likely and measures like best activity scheduling, alternative routes, prior information to road users, houses and shops will minimize the impact to acceptable levels. . Heavy with development activities?  . Adjacent to or within any environmentally  sensitive areas? . Cultural heritage site/Religious Importance  Mata kalehi Temple situated along side Patni river .Pawai is also known for annual Mela during Navratri. . Protected Area  . Wetland  . Mangrove  . Estuarine  . Buffer zone of protected area  . Special area for protecting biodiversity  . Bay  B. Potential Environmental Impacts

Will the Project cause… .Pollution of raw water supply from upstream  There are no significant water pollution wastewater discharge from sources in the catchment. Raw water Communities, industries, agriculture, and soil quality is tested and found that it is suitable erosion runoff? for Domestic use. .Impairment of historical/cultural  No monuments/areas and loss/damage to these sites? .Hazard of land subsidence caused by  Not applicable, subproject does not involve excessive ground water pumping? groundwater abstraction .Social conflicts arising from displacement of  Project does not involve land acquisition communities? /displacement .No social conflicts envisaged .Conflicts in abstraction of raw water for  No, the water will be abstracted with due water supply with other beneficial water uses permission of Water Resource Department. for surface and ground waters? .Unsatisfactory raw water supply (e.g.  Raw water Quality is tested and found that excessive pathogens or mineral constituents)? it is suitable for Domestic use. . Delivery of unsafe water to distribution  Water will be treated and disinfected prior system? to supply. .Inadequate protection of intake works or  Water is abstracted from a existing Check wells, leading to pollution of water supply? Dam on Patne river as there are no major polluting sources in the catchment .Over pumping of ground water, leading to  No Ground water pumping is required as salinization and ground subsidence? Surface water source is selected for the project .Excessive algal growth in storage reservoir?  Regular cleaning of storage tanks will be conducted during operation. .Increase in production of sewage beyond  As per CPHEEO manual the rate of water capabilities of community facilities? supply is 70lpcd for the town where sewerage scheme is not anticipated .Inadequate disposal of sludge from water  Appropriate provision for sludge drying

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treatment plants? and disposal is included in the project .Inadequate buffer zone around pumping and  No treatment plants to alleviate noise and other possible nuisances and protect facilities? .Impairments associated with transmission  No lines and access roads? .Health hazards arising from inadequate  Measures for safe handling of Chlorine are design of facilities for receiving, storing, and included handling of chlorine and other hazardous chemicals. .Health and safety hazards to workers from  Measures for safe handling of Chlorine are the management of chlorine used for included disinfection and other contaminants? .Dislocation or involuntary resettlement of  There is no resettlement of people for people project implementation. .Social conflicts between construction  The contractor will be utilizing the local workers from other areas and community labour forces as far as possible; in case if it workers? is unavoidable, labour camps and facilities will be provided appropriately. No conflicts envisaged. .Noise and dust from construction activities?  Dust suppression measures such as water sprinkling will be employed .Increased road traffic due to interference of  Excavation & Laying pipelines along construction activities? public road will interfere with the traffic. Construction material transport will increase traffic within city and dumping construction material on road cause traffic congestion. Proper traffic & Construction planning will be ensured to minimize the interference. .Continuing soil erosion/silt runoff from  Construction work during monsoon shall construction operations? be carried out with due care so that silt run off due to construction operation is prevented. .Delivery of unsafe water due to poor O&M  Appropriate O&M will be conducted treatment processes (especially mud accumulations in filters) and inadequate chlorination due to lack of adequate monitoring of chlorine residuals in distribution systems? .Delivery of water to distribution system,  Not envisaged which is corrosive due to inadequate attention to feeding of corrective chemicals? .Accidental leakage of chlorine gas?  Measures for safe handling of chlorine are included. .Excessive abstraction of water affecting  Water abstraction will be limited to downstream water users? allocate quantity for Pawai. .competing uses of water?  Water abstraction will be limited to allocate quantity for Pawai. .Increased sewage flow due to increased  As per CPHEEO manual the rate of water water supply supply is 70lpcd for the town where sewerage scheme is not anticipated .Increased volume of sullage (wastewater  No from cooking and washing) and sludgefrom

wastewater treatment plant . Large population influx during project  Minimum influx of population during the construction and operation that causes construction and operation period. increased burden on socialinfrastructure and services (such as water supply and sanitation systems)? . Risks to community health and safety due to  No such materials are used in project so no the transport, storage, and use and/or risk to community health & safety disposal of materials such as explosives, fuel, and other chemicals during operation and construction? . Community safety risks due to both  Proper safety measures would be ensured accidental and natural hazards, especially during the construction & operation and where the structural elements or components decommissioning. of the projectare accessible to members of the affectedcommunity or where their failure could result in injury to the community throughout project construction, operation, and decommissioning?

Appendix 2: National Ambient Air Quality Standards

SL Pollutants Time weighted Concentration in ambient air Method of measurement NO: average Industrial, Ecologically Residential, Sensitive Rural & Other Areas Areas 1 Sulphur Dioxide Annual 50 20 Improved West and Geake- (SO2) 24 hours 80 80 Ultraviolet fluorescence µg/m 3 2 Nitrogen Dioxide Annual 40 30 Modified Jacob &Hochheiser 3 (NO2) µg/m 24 hours 80 80 (Na-Arsenite) Chemiluminescence 3 Particulate Matter Annual 60 60 Gravimetric (Size less than 10 24 hours 100 100 -TOEM µm) or PM10 µg/m 3 -Beta attenuation 4 Particulate Matter Annual 40 40 Gravimetric (Size less than 2.5 24 hours 60 60 -TOEM µm) or PM2.5 µg/m 3 -Beta attenuation 5 Carbon Monoxide 8 hours 02 02 Non Dispersive Infra Red (CO) mg/m 3 1 hours 04 04 (NDIR) Spectroscopy

Appendix 3: Vehicle Exhaust Emission Norms 1. Passenger Cars Norms CO( g/km) HC+ NOx(g/km) 1991Norms 14.3-27.1 2.0(Only HC) 1996 Norms 8.68-12.40 3.00-4.36 1998Norms 4.34-6.20 1.50-2.18 India stage 2000 norms 2.72 0.97 Bharat stage-II 2.2 0.5 Bharat Stage-III 2.3 0.35 (combined) Bharat Stage-IV 1.0 0.18 (combined)

2. Heavy Diesel Vehicles Norms CO( g/kmhr) HC (g/kmhr) NOx (g/kmhr) PM(g/kmhr) 1991Norms 14 3.5 18 - 1996 Norms 11.2 2.4 14.4 - India stage 2000 norms 4.5 1.1 8.0 0.36 Bharat stage-II 4.0 1.1 7.0 0.15 Bharat Stage-III 2.1 1.6 5.0 0.10 Bharat Stage-IV 1.5 0.96 3.5 0.02 Source: Central Pollution Control Board CO = Carbon Monixide; g/kmhr = grams per kilometer-hour; HC = Hydrocarbons; NOx = oxides of nitrogen; PM = Particulates Matter Appendix 4: National Ambient Air Quality Standards in Respect of Noise

Area code Category of area/zone Limit in dB (A) Day time Night time A Industrial area 75 70 B Commercial area 65 55 C Residential area 55 45 D Silence zone 50 40

Appendix 5: EXTRACT FROM CONSTRUCTION & DEMOLITION MANAGEMENT RULES, 2016

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Appendix 6: Salient Features of Major Labor Laws Applicable to Establishments Engaged in Construction of Civil Works

(i) Workmen Compensation Act, 1923 - The Act provides for compensation in case of injury by accident arising out of and during the course of employment.

(ii) Payment of Gratuity Act, 1972 - Gratuity is payable to an employee under the Act on satisfaction of certain conditions on separation if an employee has completed 5 years‟ service or more or on death at the rate of 15 days wages for every completed year of service. The Act is applicable to all establishments employing 10 or more employees.

(iii) Employees‟ PF and Miscellaneous Provisions Act, 1952 - The Act provides for monthly contributions by the employer plus workers @10 % or 8.33 %. The benefits payable under the Act are: (a) Pension or family pension on retirement or death as the case may be; (b) deposit linked insurance on the death in harness of the worker; (c) payment of PF accumulation on retirement/death etc.

(iv) Maternity Benefit Act, 1951 - The Act provides for leave and some other benefits to women employees in case of confinement or miscarriage etc.

(v) Contract Labour (Regulation and Abolition) Act, 1970 - The Act provides for certain welfare measures to be provided by the Contractor to contract labor and in case the Contractor fails to provide, the same are required to be provided by the Principal Employer by Law. The principal employer is required to take Certificate of Registration and the Contractor is required to take a License from the designated Officer. The Act is applicable to the establishments or Contractor of principal employer if they employ 20 or more contract labor.

(vi) Minimum Wages Act, 1948 - The employer is supposed to pay not less than the Minimum Wages fixed by appropriate Government as per provisions of the Act if the employment is a scheduled employment. Construction of Buildings, Roads, Runways are scheduled employment.

(vii) Payment of Wages Act, 1936 - It lays down as to by what date the wages are to be paid, when it will be paid and what deductions can be made from the wages of the workers.

(viii) Equal Remuneration Act, 1979 - The Act provides for payment of equal wages for work of equal nature to Male and Female workers and not for making discrimination against Female employees in the matters of transfers, training and promotions etc.

(ix) Payment of Bonus Act, 1965 - The Act is applicable to all establishments employing 20 or more workmen. The Act provides for payments of annual bonus subject to a minimum of 8.33 % of wages and maximum of 20 % of wages to employees drawing Rs. 3,500/- per month or less. The bonus to be paid to employees getting Rs. 2,500/- per month or above up to Rs.3,500/- per month shall be worked out by taking wages as Rs.2,500/- per month only. The Act does not apply to certain establishments. The newly set up establishments are exempted for five years in certain circumstances. Some of the State Governments have reduced the employment size from 20 to 10 for the purpose of applicability of the Act.

(x) Industrial Disputes Act, 1947 - The Act lays down the machinery and procedure for resolution of industrial disputes, in what situations a strike or lock-out becomes illegal and what are the requirements for laying off or retrenching the employees or closing down the establishment.

(xi) Industrial Employment (Standing Orders) Act, 1946 - It is applicable to all establishments employing 100 or more workmen (employment size reduced by some of the States and Central Government to 50). The Act provides for laying down rules governing the conditions of employment by the employer on matters provided in the Act and get the same certified by the designated Authority.

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(xii) Trade Unions Act, 1926 - The Act lays down the procedure for registration of trade unions of workmen and employees. The trade unions registered under the Act have been given certain immunities from civil and criminal liabilities.

(xiii) Child Labor (Prohibition and Regulation) Act, 1986 - The Act prohibits employment of children below 14 years of age in certain occupations and processes and provides for regulation of employment of children in all other occupations and processes. Employment of child labor is prohibited in Building and Construction Industry.

(xiv) Inter-State Migrant Workmen's (Regulation of Employment and Conditions of Service) Act, 1979 - The Act is applicable to an establishment which employs 5 or more inter-state migrant workmen through an intermediary (who has recruited workmen in one state for employment in the establishment situated in another state). The inter-state migrant workmen, in an establishment to which this Act becomes applicable, are required to be provided certain facilities such as housing, medical aid, traveling expenses from home up to the establishment and back, etc

(xv) The Building and Other Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996 and the Cess Act of 1996 - All the establishments who carry on any building or other construction work and employ 10 or more workers are covered under this Act. All such establishments are required to pay Cess at rate not exceeding 2% of the cost of construction as may be notified by the Government. The employer of the establishment is required to provide safety measures at the building or construction work and other welfare measures, such as canteens, first-aid facilities, ambulance, housing accommodation for workers near the workplace etc. The employer to whom the Act applies has to obtain a registration certificate from the Registering Officer appointed by the Government.

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Appendix 7: Drinking Water Standards

No. Substance or Requirement Undesirable effect outside Permissible Remarks characteristic Desirable the desirable limit in the limit absence of alternate Source Essential Characteristic 1. Colour Hazen 5 Above 5, consumer 25 Extended to 25 only if Units, Max acceptance decreases toxic Substance are not suspect in absence of alternate sources 2. Odour Unobjectiona - - a) test cold and when ble heated b) test are several dilutions 3. Taste Agreeable - - Test to be conducted only after safely has been established 4. Turbidity (NTU) 5 Above 5, consumer 10 - Max acceptance decreases 5. pH value 6.5 to 8.5 Beyond this range the No relaxation - water will after the mucous membrane and/or water supply system 6. Total 300 Encrustation in water 600 - Hardness supply structure and (mg/L) adverse effects on CaCO3 domestic use 7. Iron (mg/L, Fe) 0.3 Beyond this limit 1.0 - Max taste/appearance are affected; has adverse effects on domestic uses and water supply structure and promotes iron bacteria 8. Chlorides 250 250 Beyond effects outside the 1000 - (mg/L, Cl) Max desirable limit 9. Residual free 0.2 - - To be applicable only Chlorine (mg/L), when water is Max chlorinated.Tested at customer end. When protection against viral infection is required, it should be min. 0.5 mg/L. Desirable Characteristics 10. Dissolved solids 500 Beyond this, palatability 2000 - mg/L. Max decreases and may cause gastrointestinal irritation. 11. Calcium (mg/L, 75 Encrustation in water 200 - Ca) Max. supply structure and adverse effects on domestic use. 12. Magnesium (mg/L, 30 Encrustation in water 100 - Mg) Max supply structure and adverse effects on domestic use. 13. Copper (mg/L, Cu) 0.05 Astringent taste dis 1.5 - Max coloration and corrosion of pipes fittings and utensils

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will be caused beyond this. 14. Manganese 0.1 Beyond this limit 0.3 - (mg/L, Mn) Max taste/appearance are affected, has advers effect on domestic use and water supply structure 15. Sulphate 200 Beyond this causes gastro 400 May be extended upto (mg/L, SO4) Max. intestinal irritation when 400 provided magnesium or sodium are magnesium (as Mg) present does not exceed 30 16. Nitrate (mg/L, 45 Beyond this 100 - NO3) Max. methaemoglobinemia takes place. 17. Fluoride (mg/L, F) 1.0 Fluoride may be kept as 1.5 - Max. low as possible. High fluoride may cause fluorosis. 18. Phenolic 0.001 Beyond this, it may cause 0.002 - Compounds (mg/L objectionable taste and C6H5OH) Max. odour 19. Mercury (mg/L Hg) 0.001 Beyond this the water No Relaxation. To be tested when Max becomes toxic pollution is suspected 20 Cadmium 0.01 Beyond this the water No Relaxation. To be tested when (mg/L, Cd) Max becomes toxic pollution is suspected 21. Selenium 0.01 Beyond this the water No Relaxation. To be tested when (mg/L, Se) Max becomes toxic. pollution is suspected 22. Arsenic 0.05 Beyond this the water No Relaxation To be tested when (mg/L, As) Max. becomes toxic pollution is suspected 23. Cyanide 0.05 Beyond this the water No Relaxation To be tested when becomes toxic pollution is suspected 24. Lead (mg/L Pb) 0.05 Beyond this the water No Relaxation To be tested when Max. becomes toxic pollution is suspected 25. Zinc (mg/L, Zn) 5 Beyond this limit it can 15 To be tested when Max. cause astringent taste and pollution is suspected an opalescence in water 26. Anionic detergents 0.2 Beyond this limit it can 1.0 To be tested when (mg/L, MBAS) cause a light froth in water pollution is suspected Max 27. Chromium 0.05 May be carcinogenic above - - (mg/L, Cr6+ this limit 28. Polynuclear - May be carcinogenic - - Aromatic Hydrocarbons (mg/l, PAH) Max 29. Mineral oil 0.01 Beyond this limit, 0.03 To be tested when (mg/L) undesirable taste and pollution is suspected odour after chlorination takes place 30. Pesticides (mg/L) Absent Toxic 0.001 - max Radioactive materials 31. Alpha emitters - - 0.1 - Bq/L Max 32. Beta emitters - - 1.0 - Pci/L Max 33. Alkalinity (mg/L,) 200 Beyond this limit, taste 600 - Max becomes unpleasant 34. Aluminum (mg/L, 0.03 Cumulative effect is 0.2 Al) Max reported to cause dementia 35. Boron (mg/L) Max 1.0 - 5.0 -

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Appendix 8: Salient Features of Buxwaha Tank for Buxwaha WSS subproject components

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Appendix 9: Annual rainfall pattern in the study area (Chhattarpur meteorological station)

Annual Rainfalll

1400.0

1200.0

1000.0

800.0

600.0

400.0

200.0

0.0

1901 1905 1909 1913 1917 1921 1925 1929 1933 1937 1941 1945 1949 1953 1957 1961 1965 1969 1973 1977 1981 1985 1989 1993 1997 2001 2006 2010

Appendix 10: Surface water Quality (2016)-Buxwaha tank

Parameter Buxwaha Tank Drinking water standards* Temperature, oC 36 - Turbidity, NTU 18.0 5-10 Color, Hazen units Nil 5-25 pH 8.5 6.5-8.5 Electrical conductivity - 750 – 2000 (µs/cm) Total dissolved solids (mg/l) 185 500-2000 Total alkalinity (mg/l) 124 - Chlorides (mg/l) 32 250-1000 Total hardness (mg/l) 128 300-600 Calcium (mg/l) 44 75-200 Magnesium (mg/l) 4.3 30-100 Iron (mg/l) - 0.3 – 1 Manganese (mg/l) - - Fluoride (mg/l) - 1-1.5 Nitrate (mg/l) - 45-100 Sulphates (mg/l) - 200-400 Total Coliform / 100ml - 10 Thermo tolerant coliform / - - 100 ml

Appendix105

Appendix 11: Buxwaha Land Use

Appendix 12: Buxwaha Population

1 1971 4405 2 1981 5602 3 1991 7447 4 2001 9065 5 2011 10216

Appendix 13: Buxwahaward-wise Population (2011) WardwisePopn Ward No.

1 662 2 941 3 1001 4 578 5 575 6 629 7 735 8 603 9 689 10 881

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11 533 12 523 13 543 14 748 15 578 Total 10216

Appendix 14: Surface water Quality (2016) –Sonar River

Parameter Sonar River Drinking water standards* Temperature, oC 25.4 - Turbidity, NTU 1 5-10 Color, Hazen units Nil 5-25 pH 7.9 6.5-8.5 Electrical conductivity - 750 – 2000 (µs/cm) Total dissolved solids (mg/l) 190 500-2000 Total alkalinity (mg/l) 168 - Chlorides (mg/l) 37 250-1000 Total hardness (mg/l) 130 300-600 Calcium (mg/l) - 75-200 Magnesium (mg/l) - 30-100 Iron (mg/l) - 0.3 – 1 Manganese (mg/l) - - Fluoride (mg/l) - 1-1.5 Nitrate (mg/l) - 45-100 Sulphates (mg/l) - 200-400 Total Coliform / 100ml - 10 Thermo tolerant coliform / - - 100 ml

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Appendix 15: Hatta Town Population

S.no. Year Population 1 1981 12101 2 1991 17256 3 2001 22937 4 2011 28514

Appendix 16: Hatta Ward- wise Population

Ward No. Ward wise Population (2011)

1 2784 2 2030 3 1510 4 1653 5 1571 6 1507 7 1424 8 1935 9 3159 10 1815 11 1656 12 1774 13 2668 14 2606 15 4380 Total 32465

Appendix 17: Surface water Quality (2016)-Patne River Parameter Patne River Drinking water standards* Temperature, oC 25 - Turbidity, NTU 15 5-10 Color, Hazen units Color less 5-25 Ph 7.5 6.5-8.5 Electrical conductivity (µs/cm) - 750 – 2000 Total dissolved solids (mg/l) 212 500-2000 Total alkalinity (mg/l) 110 - Chlorides (mg/l) 100 250-1000 Total hardness (mg/l) 150 300-600

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Calcium (mg/l) 100 75-200 Magnesium (mg/l) 50 30-100 Iron (mg/l) - 0.3 – 1 Manganese (mg/l) - - Fluoride (mg/l) - 1-1.5 Nitrate (mg/l) - 45-100 Sulphates (mg/l) - 200-400 Total Coliform / 100ml - 10 Thermo tolerant coliform / 100 ml - -

Appendix 18: Capacity Detail of Weir on Patne

Capacity Detail of Weir on Patne River with Existing Pool for Ultimate year Requirement of Pawai floating Capacity of Total Row Demand Per month Pool in MCM Month Total Loss storage in water in for 15 MCM available in end MCM MLD day in required of month MLD July 0.76 0.76 1.91 0.06 August 0.76 0.76 1.91 0.06 September 0.76 0.76 1.91 0.06 October 0.76 0.76 1.73 0.09 1.91 November 0.69 0.01 0.69 1.91 0.06 December 0.62 0.01 0.69 1.91 0.06 January 0.55 0.01 0.62 1.91 0.06 February 0.49 0.01 0.55 1.91 0.05 March 0.38 0.05 0.49 1.91 0.06 April 0.26 0.04 0.38 1.91 1.73 0.08 May 0.18 0.03 0.26 1.91 0.06 June 0.10 0.02 0.18 1.91 0.06 Total 0.17 0.49

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Capacity of Pool in MCM available in end of month

0.80 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00

Appendix 19: Pawai Land use

Appendix 20: Pawai Population S.no. Year Population 1 1971 3966 2 1981 6568 3 1991 9476 4 2001 12004 5 2011 14465

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Appendix 21: Pawai ward wise Population Ward wise Population Ward No. (2011) 1 1381 2 717 3 695 4 738 5 1043 6 820 7 1376 8 997 9 1091 10 1160 11 675 12 708 13 857 14 903 15 1304 Total 14465

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Appendix 22: Stakeholder Consultations

Buxwaha- Summary of Consultation with Stakeholders

15th Buxwaha Total -20 Residential  Project effective for Buxwaha community  Assured full support during Jan. Nagar (Female- welfare people implementation. 2016 Parishad 09 Male - Association  Community participation in project 11) ,Vyapari implementation Sangh and  Completion of project on time. Representativ  NGO involvement in the program e from NGO implementation  Vyapari Sangh cooperate when laying done in congested whole sale market 15th Slum M=11 Slum  Briefing on project objectives probable  None of the people knew about the Jan., area ward F=9 community implementation procedures proposed project. On learning about the 2016 12 T=20 of all  Potential positive and negative impacts due project, they expressed that they were happy category to project implementation that the entire community would be  Experiences sharing on - livelihood benefited from the upgraded water supply. activities, Resettlement and Rehabilitation,  Community requested for subsidy on women empowerment, tribal development, water tariff and connection charges. health, education, convergence with existing  Given assurance of active government social security schemes etc. participation during implementation phase  Grievance Redress procedures 16th near F=3 , Residents Knowledge of project None of the women had heard about the Jan. Nagar M=12 near existing Present water supply situation: 4 hours of proposed project. An elderly lady mentioned 2016 parishad OHT, supply per day, high iron content in water that though she has a water connection at office home, she prefers to bathe in the pond. The existing other participants did not have water OHT connections. The women were happy to learn about the proposed project.

16th ward no. Total - 29 Community  Status of existing drinking water supply  The area has insufficient and inadequate Feb. 14 (Female People system; drinking water resource. Water supply to 2016 15, Male -  Need for improvements to present system; the area is done through two tube wells

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14)  Relevant information of the upcoming that supplies water to the community project and benefits of the project. people. The area faces severe water crisis  Potential positive and negative impacts due during the summer season when the to project implementation ground water level drops.  Ensuring no income loss  The community willingly accepted the project. The community members expressed that their economic situation would prevent them from paying water user charges. (The men work as daily laborers and the women Housewives). 16th Market 15 Street  temporarily shifting of weekly vegetable  As excavation not been able to done at Feb.. area vendors & market during excavation. night because labour will not get agree to 2016 shopkeepers  shifting of Street vendors. work in night shift so shifting will be done  Shifting or adjusting extended potion of at a vacant place near or next lane such shopkeepers. that no income loss takes place due the civil work. Vendors get agreed on proposal  Like small hotels owners showed concern during excavation dust spoils eatable items.

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Community Consultation during Transect Walk

Stakeholder Consultation during Transect Walk

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List of Participants

Appendix115

Hatta- Summary of Consultation with Stakeholders Date Location No. of Participant Topics Discussed Issues Participan s ts 6th At 18 Chairperson  Present drinking water  Hatta Nagar Parishad is Jan. Parishad M=11 of ULB, supply source and its operating water supply system 2016 Meeting F=7 Chief condition for the town but capacity to be hall Municipal  Need of improvement of build. Officer, the present situation  . The Nagar Parishads do not elected  Briefing on project have capacity or resource to be representati objectives probable party in sharing the loan ves implementation repayment. procedures  The Chairman of the ULB  Potential positive and expressed willingness to accept negative impacts due to the project; project implementation  Operation and maintenance of  Land use and area to be the facilities developed under covered under the project the project and community  Drinking water user participation; charge  Probability of keeping the poor and the vulnerable out of the user charge

8th Hatta Total - Residential  Project effective for Hatta  Assured full support during Jan. Nagar 22(Female- welfare community people implementation. 2016 Parishad 12 Male - Association  Community participation  NGO give support in 10) in project implementation community mobilisation  Completion of project on time.  NGO involvement in the program implementation  Vyapari Sangh cooperate when laying done in congested whole sale market 15th Slum M=13 Slum  Briefing on project  On learning about the Jan., areas F=07 dwellers objectives probable project, they expressed that 2016 T=20 implementation procedures they were happy that the  Potential positive and entire community would be negative impacts due to benefited from the upgraded project implementation water supply.  Experiences sharing on - livelihood activities, Resettlement and Rehabilitation, women empowerment, tribal development, health, education, convergence

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with existing government social security schemes etc.  Grievance Redress procedures 15th near F=7, Residents Knowledge of project  None of the women had heard Jan. Nagar M=12 near existing Present water supply about the proposed project. An 2016 parishad OHT, situation: 4 hours of supply elderly lady mentioned that though office per day, high iron content in she has a water connection at existing water home, she prefers to bathe in the OHT pond.  The other participants did not have water connections. The women were happy to learn about the proposed project.

19th ward no. Total - 27 Community  Status of existing  The area has insufficient and Jan. 14 (Female People drinking water supply inadequate drinking water 2016 15, Male - system; resource. Water supply to the 12)  Need for improvements to area is done through two tube present system; wells that supplies water to the  Relevant information of community people. The area the upcoming project and faces severe water crisis during benefits of the project. the summer season when the  Potential positive and ground water level drops. negative impacts due to  The community willingly project implementation accepted the project. The  Ensuring no income loss community members expressed that their economic situation would prevent them from paying water user charges. (The men work as daily laborers and the women Housewives). 21st Market 17 Street  temporarily shifting of  As excavation not been able to Jan, area vendors & weekly vegetable market done at night because labour 2016 shopkeepers during excavation. will not get agree to work in  shifting of Street vendors. night shift so shifting will be  Shifting or adjusting done at a vacant place near or extended potion of next lane such that no income shopkeepers. loss takes place due the civil work. Vendors get agreed on proposal  Like small hotels owners showed concern during excavation dust spoils eatable items.

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Stakeholder Consultation photographs and list of participants

Community Consultation

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Community Consultation during Transect Walk

Stakeholder meeting minutes and list of participants

Appendix119

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Appendix121

Pawai- Summary of Consultation with Stakeholders Date Location No. of Participants Topics Discussed Issues Participan ts 7th Jan. At 23 Chairperson of  Present drinking water  Concerned shown about 2016 communi M=14 ULB, Chief supply source and its the afinancial burden on ty hall F=9 Municipal condition the Nagar Parishad. Officer, elected  Need of improvement of  The Nagar Parishad do not representatives, the present situation have capacity or resource Junior Engineer  Briefing on project to be party in sharing the objectives probable loan repayment. implementation procedures  The Chairman of the ULB  Potential positive and expressed willingness to negative impacts due to accept the project; project implementation  Pawai Nagar Parishad is  Land use and area to be operating water supply covered under the project system for the town but  Drinking water user charge capacity to be build.  Operation and maintenance of the facilities developed under the project and community participation;  Probability of keeping the poor and the vulnerable out of the user charge

15th Pawai Total -17 Residential  Project effective for Pawai  Assured full support Jan. Nagar (Female- 9 welfare community people during implementation. 2016 Parishad Male -8) Association  Community participation in ,Vyapari Sangh project implementation and  Completion of project on time.  Vyapari Sangh cooperate when laying done in congested whole sale market

27th Slum M=10 Slum dwellers  Briefing on project  None of the people knew Jan., area F=9 objectives probable about the proposed project. 2016 T=19 implementation procedures On learning about the  Potential positive and project, they expressed that negative impacts due to they were happy that the project implementation entire community would  Experiences sharing on - be benefited from the livelihood activities, upgraded water supply. Resettlement and  They are agreed on house Rehabilitation, women connections but they face empowerment, tribal problem in paying hiked development, health, water tariff.

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education, convergence with existing government social security schemes etc.  Grievance Redress procedures 30th Ward F=14 , Residents of  Knowledge of project  The residence of ward Jan. 4&6 M=20 ward 4 & 6 not  No coverage of present become happy to know 2016 having existing system that they get distribution distribution line  Willingness to connect line in new scheme  They showed willingness to take connections 7th ward no. Total - 29 Community  Status of existing drinking  The area has insufficient Feb. 14 (Female People water supply system; and inadequate drinking 2016 15, Male -  Need for improvements to water resource. Water 14) present system; supply to the area is done  Relevant information of through two tube wells that the upcoming project and supplies water to the benefits of the project. community people. The  Potential positive and area faces severe water negative impacts due to crisis during the summer project implementation season when the ground  Ensuring no income loss water level drops.  The community willingly accepted the project. The community members expressed that their economic situation would prevent them from paying water user charges. (The men work as daily laborers and the women Housewives). 7th Market 15 Street vendors &  temporarily shifting of  As excavation not been Feb..20 area shopkeepers weekly vegetable market able to done at night 16 during excavation. because labour will not get  shifting of Street vendors. agree to work in night shift  Shifting or adjusting so shifting will be done at extended potion of a vacant place near or next shopkeepers. lane such that no income loss takes place due the civil work. Vendors get agreed on proposal  Like small hotels owners showed concern during excavation dust spoils eatable items. 8th Ward no- Total – 27 Community  Status of existing drinking  The area has insufficient Feb.. 8 ( Female – People water supply system; and inadequate drinking

Appendix123

2016 11 & Male  Need for improvements to water resource. They – 16) present system; purchase water from  Relevant information of private source and have to the upcoming project and pay INR 200 per month benefits of the project. (per family). The area  Potential positive and faces severe water crisis negative impacts due to during the summer when project implementation the ground water level  Ensuring no income loss drops.  The community willingly accepts the project and are willing to pay user charges.

Stakeholder Consultation photographs and list of participants

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List of participants

Appendix125

126

Consultation with elected representatives

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Appendix 23: Sample Grievance Registration Form (To be available in Hindi and English)

The ______Project welcomes complaints, suggestions, queries, and comments regarding project implementation. We encourage persons with grievance to provide their name and contact information to enable us to get in touch with you for clarification and feedback. Should you choose to include your personal details but want that information to remain confidential, please inform us by writing/typing *(CONFIDENTIAL)* above your name. Thank you.

Date Place of registration Project Town

Project: Contact information/personal details Name Gender * Male Age * Female Home address Place Phone no. E-mail Complaint/suggestion/comment/question Please provide the details (who, what, where, and how) of your grievance below:

If included as attachment/note/letter, please tick here: How do you want us to reach you for feedback or update on your comment/grievance?

FOR OFFICIAL USE ONLY Registered by: (Name of official registering grievance)

Mode of communication: Note/letter E-mail Verbal/telephonic Reviewed by: (Names/positions of officials reviewing grievance)

Action taken:

Whether action taken disclosed: Yes No Means of disclosure:

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Appendix 24: Sample Outline Spoils (construction waste) Management Plan

 The Spoil Management Plan should be site specific and be part of the monthly Construction Management Plan.  The contractor, in consultation with the PIU, has to find out appropriate location/s for the disposal of the excess soil generated. The spoils should be deposited only at these sites.  Further precautions need to be taken in case of the contaminated spoils  The vehicle carrying the spoil should be covered properly.  The spoils generating from each site should be removed on the same day or immediately after the work is complete. The site / road should be restored to the original condition.

I. Spoils information The spoil information contains the details like a) The type / material, b) Potential contamination by that type, c) Expected volume (site / component specific), d) Spoil Classification etc.

II. Spoils management The Spoil Management section gives the details of a) Transportation of spoil b) disposal site details c) Precautions taken d) Volume of contaminated spoil, if present, d) Suggested reuse of disposal of the spoil

III. Documentation The volume of spoil generated (site specific, date wise), site disposed, reuse / disposal details should be documented properly.

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Appendix 25: Sample Outline Traffic Management Plan

A. Principles for TMP around the Water Pipes Construction Sites

1. One of the prime objectives of this TMP is to ensure the safety of all the road users along the work zone, and to address the following issues: (i) the safety of pedestrians, bicyclists, and motorists travelling through the construction zone; (ii) protection of work crews from hazards associated with moving traffic; (iii) mitigation of the adverse impact on road capacity and delays to the road users; (iv) maintenance of access to adjoining properties; and (v) addressing issues that may delay the project.

B. Operating Policies for TMP

2. The following principles will help promote safe and efficient movement for all road users (motorists, bicyclists, and pedestrians, including persons with disabilities) through and around work zones while reasonably protecting workers and equipment. (i) Make traffic safety and temporary traffic control an integral and high-priority element of project from planning through design, construction, and maintenance. (ii) Inhibit traffic movement as little as possible. (iii) Provide clear and positive guidance to drivers, bicyclists, and pedestrians as they approach and travel through the temporary traffic control zone. (iv) Inspect traffic control elements routinely, both day and night, and make modifications when necessary. (v) Pay increased attention to roadside safety in the vicinity of temporary traffic control zones. (vi) Train all persons that select, place, and maintain temporary traffic control devices. (vii) Keep the public well informed. (viii) Make appropriate accommodation for abutting property owners, residents, businesses, emergency services, railroads, commercial vehicles, and transit operations.

3. Figure A2 to Figure A12illustrates the operating policy for TMP for the construction of water pipes and the sewers along various types of roads.

C. Analyze the impact due to street closure

4. Apart from the capacity analysis, a final decision to close a particular street and divert the traffic should involve the following steps:

(i) approval from the ULB/Public Works Department (PWD) to use the local streets as detours; (ii) consultation with businesses, community members, traffic police, PWD, etc, regarding the mitigation measures necessary at the detours where the road is diverted during the construction; (iii) determining of the maximum number of days allowed for road closure, and incorporation of such provisions into the contract documents;

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(iv) determining if additional traffic control or temporary improvements are needed along the detour route; (v) considering how access will be provided to the worksite; (vi) contacting emergency service, school officials, and transit authorities to determine if there are impacts to their operations; and (vii) developing a notification program to the public so that the closure is not a surprise. As part of this program, the public should be advised of alternate routes that commuters can take or will have to take as result of the traffic diversion.

5. If full road-closure of certain streets within the area is not feasible due to inadequate capacity of the detour street or public opposition, the full closure can be restricted to weekends with the construction commencing on Saturday night and ending on Monday morning prior to the morning peak period.

Figure A1: Policy Steps for the TMP

• Rev iew construction schedule and methods Review

Traffic Re- • Identif y initial traf fic recirculation and control policy Circulation

• Identif y routes f or traffic diversions Traffic • Analy se adv erse impact & mitigation at the detours Diversions

• Begin community consultation f or consensus Full Road • Finalise or determine alternate detours Colsures

• Identif y temporary parking (on and of f -street ) Temporary • Discuss with CMC, owner, community for use parking

• Coordinate with theTraf f ic Police to enf orce traf f ic and div ersions Police Coordination

• Install traf f ic control dev ices (traffic cones, sgns, lightings, etc) Install control devices

• Conduct campaigns, publicity , and notif y public about street closure Awareness

Dev elop a mechanism to address public griev ances regarding disruptons (traf f ic, utilities, and div ersions) Public •

Redress

D. Public awareness and notifications

6. As per discussions in the previous sections, there will be travel delays during the constructions, as is the case with most construction projects, albeit on a reduced scale if utilities and traffic management are properly coordinated. There are additional grounds for travel delays in the area, as most of the streets lack sufficient capacity to accommodate additional traffic from diverted traffic as a result of street closures to accommodate the works.

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7. The awareness campaign and the prior notification for the public will be a continuous activity which the project will carry out to compensate for the above delays and minimize public claims as result of these problems. These activities will take place sufficiently in advance of the time when the roadblocks or traffic diversions take place at the particular streets. The reason for this is to allow sufficient time for the public and residents to understand the changes to their travel plans. The project will notify the public about the roadblocks and traffic diversion through public notices, ward level meetings and city level meeting with the elected representatives.

8. The PIU will also conduct an awareness campaign to educate the public about the following issues:

(i) traffic control devices in place at the work zones (signs, traffic cones, barriers, etc.); (ii) defensive driving behaviour along the work zones; and (iii) reduced speeds enforced at the work zones and traffic diversions.

9. It may be necessary to conduct the awareness programs/campaigns on road safety during construction.

10. The campaign will cater to all types of target groups i.e. children, adults, and drivers. Therefore, these campaigns will be conducted in schools and community centres. In addition, the project will publish a brochure for public information. These brochures will be widely circulated around the area and will also be available at the PIU, and the contractor's site office. The text of the brochure should be concise to be effective, with a lot of graphics. It will serve the following purpose:

(i) explain why the brochure was prepared, along with a brief description of the project; (ii) advise the public to expect the unexpected; (iii) educate the public about the various traffic control devices and safety measures adopted at the work zones; (iv) educate the public about the safe road user behaviour to emulate at the work zones; (v) tell the public how to stay informed or where to inquire about road safety issues at the work zones (name, telephone, mobile number of the contact person; and (vi) indicate the office hours of relevant offices.

E. Install traffic control devices at the work zones and traffic diversion routes

11. The purpose of installing traffic control devices at the work zones is to delineate these areas to warn, inform, and direct the road users about a hazard ahead, and to protect them as well as the workers. As proper delineation is a key to achieve the above objective, it is important to install good traffic signs at the work zones. The following traffic control devices are used in work zones:

 Signs  Pavement Markings  Channelizing Devices  Arrow Panels  Warning Lights

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12. Procedures for installing traffic control devices at any work zone vary, depending on road configuration, location of the work, construction activity, duration, traffic speed and volume, and pedestrian traffic. Work will take place along major roads, and the minor internal roads. As such, the traffic volume and road geometry vary. The main roads carry considerable traffic; internal roads in the new city areas are wide but in old city roads very narrow and carry considerable traffic. However, regardless of where the construction takes place, all the work zones should be cordoned off, and traffic shifted away at least with traffic cones, barricades, and temporary signs (temporary “STOP” and “GO”).

13. Figure A2 to Figure A6 illustrates a typical set-up for installing traffic control devices at the work zone of the area, depending on the location of work on the road way, and road geometrics:  Work on shoulder or parking lane  Shoulder or parking lane closed on divided road  Work in Travel lane  Lane closure on road with low volume  Street closure with detour

14. The work zone should take into consideration the space required for a buffer zone between the workers and the traffic (lateral and longitudinal) and the transition space required for delineation, as applicable. For the works, a 30 cm clearance between the traffic and the temporary STOP and GO signs should be provided. In addition, at least 60 cm is necessary to install the temporary traffic signs and cones.

15. Traffic police should regulate traffic away from the work zone and enforce the traffic diversion result from full street closure in certain areas during construction. Flagggers/ personnel should be equipped with reflective jackets at all times and have traffic control batons (preferably the LED type) for regulating the traffic during night time.

16. In addition to the delineation devices, all the construction workers should wear fluorescent safety vests and helmets in order to be visible to the motorists at all times. There should be provision for lighting beacons and illumination for night constructions.

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Figure A2 & A3: Work on shoulder or parking lane & Shoulder or parking lane closed on divided road

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Figure A4 & A5: Work in Travel lane & Lane closure on road with low volume

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Figure A6: Street closure with detour

136Appendix

Appendix 26: Sample Environmental Site Inspection Report

Project Name Contract Number

NAME: ______DATE: ______TITLE: ______DMA: ______LOCATION: ______GROUP: ______

WEATHER: Project Survey Activity Design Stage Implementation Pre-Commissioning Guarantee Period

Monitoring Items Compliance Compliance marked as Yes / No / Not applicable (NA) / Partially Implemented (PI) EHS supervisor appointed by contractor and available on site Archaeological Supervisor appointed by contractor and available on site Construction site management plan (spoils, safety, schedule, equipment etc.,) prepared Traffic management plan prepared Dust is under control Excavated soil properly placed within minimum space Construction area is confined; no traffic/pedestrian entry observed Surplus soil/debris/waste is disposed without delay Construction material (sand/gravel/aggregate) brought to site as & when required only Tarpaulins used to cover sand & other loose material when transported by vehicles After unloading , wheels & undercarriage of vehicles cleaned prior to leaving the site No AC pipes disturbed/removed during excavation No chance finds encountered during excavation Work is planned in consultation with traffic police Work is not being conducted during heavy traffic Work at a stretch is completed within a day (excavation, pipe laying & backfilling) Pipe trenches are not kept open unduly Road is not completely closed; work is conducted on edge; at least one line is kept open Road is closed; alternative route provided & public informed, information board provided Pedestrian access to houses is not blocked due to pipe laying Spaces left in between trenches for access Wooden planks/metal sheets provided across trench for pedestrian No public/unauthorized entry observed in work site Children safety measures (barricades, security) in place at works in residential areas Prior public information provided about the work, schedule and disturbances Caution/warning board provided on site Guards with red flag provided during work at busy roads Workers using appropriate PPE (boots, gloves, helmets, ear muffs etc) Workers conducting or near heavy noise work is provided with ear muffs Contractor is following standard & safe construction practices Deep excavation is conducted with land slip/protection measures First aid facilities are available on site and workers informed

Appendix 137

Drinking water provided at the site Toilet facility provided at the site Separate toilet facility is provided for women workers Workers camps are maintained cleanly Adequate toilet & bath facilities provided Contractor employed local workers as far as possible Workers camp set up with the permission of PIU Adequate housing provided Sufficient water provided for drinking/washing/bath No noisy work is conducted in the nights Local people informed of noisy work No blasting activity conducted Pneumatic drills or other equipment creating vibration is not used near old/risky buildings

Signature ______

Sign off

______Name Name Position Position

138Appendix

Appendix 27: Quarterly Reporting Format for Assistant Safeguards Officer

1. Introduction  Overall project description and objectives  Description of sub-projects  Environmental category of the sub-projects  Details of site personnel and/or consultants responsible for environmental monitoring  Overall project and sub-project progress and status

Status of Sub-Project Sub-Project List of Progress No. Design Pre- Construction Operational Name Works of Works Construction Phase            

2. Compliance status with National/ State/ Local statutory environmental requirements No. Sub-Project Name Statutory Environmental Status of Action Required Requirements Compliance

3. Compliance status with environmental loan covenants No. (List schedule and Covenant Status of Compliance Action Required paragraph number of Loan Agreement)

4. Compliance status with the environmental management and monitoring plan  Provide the monitoring results as per the parameters outlined in the EMP. Append supporting documents where applicable, including Environmental Site Inspection Reports.  There should be reporting on the following items which can be incorporated in the checklist of routine Environmental Site Inspection Report followed with a summary in the semi-annual report send to ADB. Visual assessment and review of relevant site documentation during routine site inspection needs to note and record the following: o What are the dust suppression techniques followed for site and if any dust was noted to escape the site boundaries; o If muddy water was escaping site boundaries or muddy tracks were seen on adjacent roads; o adequacy of type of erosion and sediment control measures installed on site, condition of erosion and sediment control measures including if these were intact following heavy rain; o Are their designated areas for concrete works, and refuelling; o Are their spill kits on site and if there are site procedure for handling emergencies; o Is there any chemical stored on site and what is the storage condition? o Is there any dewatering activities if yes, where is the water being discharged;

Appendix 139

o How are the stockpiles being managed; o How is solid and liquid waste being handled on site; o Review of the complaint management system; o Checking if there are any activities being under taken out of working hours and how that is being managed.

140Appendix

Summary Monitoring Table Impacts Mitigation Parameters Method of Location Date of Name of (List from Measures Monitored (As a Monitoring of Monitoring Person IEE) (List from minimum those Monitoring Conducted Who IEE) identified in the IEE Conducted should be the monitored) Monitoring Design Phase

Pre-Construction Phase

Construction Phase

Operational Phase

Overall Compliance with CEMP/ EMP No. Sub-Project EMP/ CEMP CEMP/ EMP Status of Action Proposed Name Part of Being Implementation and Additional Contract Implemented (Excellent/ Satisfactory/ Measures Documents (Y/N) Partially Satisfactory/ Required (Y/N) Below Satisfactory)

5. Approach and methodology for environmental monitoring of the project  Brief description on the approach and methodology used for environmental monitoring of each sub-project

6. Monitoring of environmental impacts on project surroundings (ambient air, water quality and noise levels)  Brief discussion on the basis for monitoring  Indicate type and location of environmental parameters to be monitored  Indicate the method of monitoring and equipment to be used  Provide monitoring results and an analysis of results in relation to baseline data and statutory requirements

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As a minimum the results should be presented as per the tables below.

Air Quality Results Parameters (Government Standards) Site No. Date of Testing Site Location PM10 SO2 NO2 µg/m3 µg/m3 µg/m3

Parameters (Monitoring Results) Site No. Date of Testing Site Location PM10 SO2 NO2 µg/m3 µg/m3 µg/m3

Water Quality Results Parameters (Government Standards) Site No. Date of Sampling Site Location pH Conductivity BOD TSS TN TP µS/cm mg/L mg/L mg/L mg/L

Parameters (Monitoring Results) Site No. Date of Sampling Site Location pH Conductivity BOD TSS TN TP µS/cm mg/L mg/L mg/L mg/L

Noise Quality Results LA (dBA) (Government Standard) Site No. Date of Testing Site Location eq Day Time Night Time

LA (dBA) (Monitoring Results) Site No. Date of Testing Site Location eq Day Time Night Time

7. Summary of key issues and remedial actions  Summary of follow up time-bound actions to be taken within a set timeframe.

8. Appendixes  Photos  Summary of consultations

142Appendix

 Copies of environmental clearances and permits  Sample of environmental site inspection report  Other