Construction of Sewerage Network and Sewage Treatment Plant at SHAJAPUR Sub -Project of Public Disclosure Authorized Madhya Project Urban Development Project (MPUDP)

CONTRACTOR’S ENVIRONMENT AND SOCIAL ASSESSMENT (October, 2020) Public Disclosure Authorized

Construction of Sewerage Network and Sewage Treatment Plant At SHAJAPUR Sub -Project of Public Disclosure Authorized Madhya Project Urban Development Project (MPUDP)

DPR Assessment done by M/s LN Malviya Infra projects Pvt. Ltd., Bhopal Updated by DRBO Contractor Public Disclosure Authorized P. Das Infrastructure, Ahmedabad

Madhya Pradesh Urban Development Company Limited Public Disclosure Authorized Amarkantak Bhawan, Press Complex, Zone 1, M.P. Nagar, Bhopal

1 TABLE OF CONTENTS

EXECUTIVE SUMMARY ...... 9 Introduction: ...... 9 Proposed Intervention: ...... 9 Baseline Environment Profile ...... 20 Assessment of Anticipated Impacts (Summary of Impacts of the proposed project) ...... 21 Stakeholders / Public Consultation and Concerns ...... 24 Tribal and Vulnerable Population Identification and Assessment of Shajapur ...... 25 Environmental and Social Management Plan (Environmental and Social Mitigation Measures) ...... 26 1. INTRODUCTION ...... 31 1.3 Objectives of ESA study ...... 32 1.4. Terms of Reference (ToR) for the ESA process ...... 32 1.5 Methodology ...... 33 1.6 Analysis of Alternatives: ...... 34 1.7 Impact Assessment and Analysis ...... 35 1.8. Mitigation and Monitoring ...... 35 1.8.1. Mitigation ...... 35 1.8.2. Monitoring ...... 35 2. PROJECT DESCRIPTION...... 36 2.1 Description of Project Area ...... 36 2.1.1 Background ...... 36 2.1.2 Objective of the Project ...... 36 2.2 Existing Water Supply and Sanitation System ...... 37 2.2.1 Status of existing Water Supply and Sewerage System in the Town ...... 37 2.3 Need for the Project ...... 40 2.4 The Proposed Sub-Project at Shajapur ...... 40 3. LEGAL, POLICY AND ADMINISTRATIVE FRAMEWORK ...... 48 3.1. Regulatory Framework - Environmental ...... 48 3.2. World Bank Safeguard Policies ...... 52 4. BASELINE ENVIRONMENT AND SOCIAL PROFILE ...... 61 4.1. Baseline Study ...... 61 4.2. Profile of Shajapur Subproject Sites ...... 61 4.3. Physical Environmental Profile of Shajapur ...... 68 4.3.1 Meteorology and Climate ...... 68

4.3.2 Rainfall ...... 69 4.3.3 Air, Noise and water Environment...... 70 4.3.4 Soil ...... 72 4.3.5 Topography ...... 72 4.3.6 Drainage ...... 73 4.3.7 Ecological Features -Flora and Fauna ...... 73 4.4. Socio-economic and social compositions ...... 73 4.4.1. Industries ...... 74 4.4.2. Religious Importance and Tourism ...... 74 5 ANALYSIS OF ALTERNATIVES ...... 75 5.1 Introduction ...... 75 5.2 Integrated sewerage scheme vs other sewerage system for Shajapur ...... 75 5.2.1 Small Bore Solid Free sewer system ...... 75 5.3 Site Selection for the Proposed STPs and IPS ...... 77 5.4 Selection for Sewage Treatment Technology ...... 81 6 ASSESSMENT OF ANTICIPATED IMPACTS ...... 83 6.1 Introduction ...... 83 6.2 Environmental Impact ...... 83 6.3. General Impacts during Subproject Cycle ...... 86 6.4 Social Impacts ...... 99 7 Stakeholders / Public Consultation ...... 103 7.1. Background ...... 103 7.2. Objectives of the Public Consultations ...... 103 7.2.1. Key Recommendations ...... 111 7.2.2. Outcome of Women‘s Participation During the meetings...... 111 7.3 Incorporation of Public Concerns in the Design ...... 112 8. CONTRACTOR‘S ROLE IN GRIEVANCE REDRESSAL MECHANISM ...... 113 9. ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN...... 114 10. TRIBAL VULNERABILITY IDENTIFICATION AND ASSESSMENT ...... 161 10.1. Distribution of Scheduled Tribes in Madhya Pradesh in Relation to India ...... 161 10.2. Presence of Indigenous People...... 161 10.3. Interview/Meetings ...... 162 11. CONCLUSION AND RECOMMENDATIONS ...... 163

Annexure-I: Screening Checklist of Shajapur Sewerage Project ...... 164 Annexure-II: Ambient Air and Noise Quality Standards as per CPCB ...... 169 Annexure -III: Water and Sewerage Quality and River water quality Test Report ...... 172 Annexure-IV: CPCB guidelines for treated Sewage and Comparison with various standards...... 177 Annexure V: Air and Noise Quality Monitoring Reports ...... 178 Annexure-VI: Khasra Details of Proposed Sewerage Subproject ...... 182 Annexure VII: Land Allotment letters for STPs and IPSs ...... 193 Annexure-VIII: Photographs and details of Ward-wise Stakeholder Consultation ...... 195 Annexure-IX: List of Tribal Communities in State of Madhya Pradesh as Provided by Ministry of Tribal Affairs, Government of India ...... 211 Annexure-X: List of Schedule Areas in Madhya Pradesh as Specified by the Scheduled Areas under the fifth Schedule of Indian Constitutions 213 Annexure XI: Carrying capacity of the Drain at proposed STP-2 site...... 214 Annexure XII List of Sensitive Receptors of Shajapur Town ...... 215 Annexure XIII: Grievance Redressal Committee at Shajapur ...... 217 Annexure XIV: Labourers Working and Camp Conditions Standards ...... 219 Annexure XV: Letter of CMO for HFL ...... 230 Annexure XVI : MoM of GRC Meeting Held on 9.3.2020 ...... 231 Annexure XVII: Consent/Permission required in the project ...... 233 Annexure XVIII : Action Plan for Greenbelt development ...... 240 Annexure XIX: Sludge Management Plan (SMP) For Shajapur Sewerage Project...... 242 Annexure XX CMO Shajapur letter regarding Water supply connection and work ...... 256 Annexure XXI CMO Shajapur letter regarding availability of land for IPS ...... 259 Annexure XXII : SOPs to respond COVID-19 ...... 265 Annexure XXIII : COVID-19 response Checklist ...... 275 Annexure XXIV: Grievance Redressal Format ...... 277 Annexure XXV : Labour Management Procedures ...... 278 Annexure XXVI :Guidelines for the Management of Environmental, Health and Safety in the Project construction sites ...... 282 Annexure XXVII : Letter for surplus disposal site Shajapur ...... 297 Annexure XXVIII: Water test report of Chillar River, Shajapur ...... 298 Annexure XXIX: Farmer Shri Ambaram‘s Statement ...... 300 Annexure XXX: Emergency Preparedness Procedure ...... 302 Annexure XXXI: Guiding note on enforcement of Acts & Policies for Non-Discrimination, Child and Forced labour at MPUDP worksite ...... 308 Annexure XXXII- Shajapur Key Plan with pumping model ...... 312

LIST OF TABLES

Table 1-1: Comparison of components-DPR vs Approved Design……….…………………………….9 Table 2-1: Per Capita Sewage Generation ...... 41 Table 2-2: Wastewater Generation ...... 41 Table 2-3: Details of sewer network ...... 44 Table 3-1: Applicable Environmental and Social Regulations for Sewerage Scheme in India ...... 48 Table 3-2: World Bank Safeguard Policies applicable for MPUDP ...... 53 Table 4-1: Site Environmental Features of Proposed sub project components ...... 61 Table 4-2: Climatic Pattern ...... 69 Table 4-3: Monthly Climatic Data for Shajapur Town ...... 69 Table 4-4: Ambient Air quality of Shajapur Town ...... 70 Table 5-1: Details of proposed Small-Bore sewer line ...... 76 Table 5-2: Overall Shajapur Sewerage Network Velocity Analysis in as per design ...... 76 Table 5-3: Suitable site for the Sewage Treatment Plant, Packaged STP and Intermediate Pumping stations ...... 78 Table 6-1: Influence area details of proposed Shajapur Sewerage Scheme ...... 83 Table 6-2: Details of depth of excavation for proposed sewer network in Shajapur . Error! Bookmark not defined. Table 6-3: details of Lands for proposed components STPs and IPS ...... 99 Table 7-1: Public Consultation Meetings during ESA Preparation ...... 104 Table 7-2: Public Consultation Details ...... 105 Table 9-1: Environmental and Social Management Plan (ESMP) ...... 114 Table 9-2: Details of Environmental Monitoring Plan ...... 150 Table 9-3: Cost Estimate for implementation of Environment Management Plan ...... 152 Table 9-4: Cost required for implementation of Environmental Monitoring Plan ...... 159 Table 10-1: Social Composition in Shajapur Town ...... 161

LIST OF FIGURES

Figure 2-1: Shajapur Map on Madhya Pradesh Map ...... 37 Figure 2-2: Index Map of the Executed Water Supply Scheme under UIDSSMT ...... 39 Figure 2-3: Index Map of Proposed Shajapur Sewerage Scheme ...... 43 Figure 4-1: Climograph for Shajapur ...... Error! Bookmark not defined. Figure 5-5-1: Proposed STP 1 Land Parcel Map ...... 80

ABBREVIATIONS

AMRUT -- Atal Mission for Rejuvenation and Urban Transformation ASI -- Archaeological Survey of India AAQM -- Ambient Air Quality Monitoring ARAP -- Abbreviated Resettlement Action Plan BOCWR -- Building and Other Construction Workers Rules BOD -- Biochemical Oxygen Demand BP -- Bank Policy CAPEX Capital Expenditure CDP -- City Development Plan CPCB – Central Pollution Control Board CPHEEO -- Central Public Health & Environmental Engineering Organization COVID-19 Corona virus disease --2019 CSEP -- Contractor‘s Site Environmental Plan CTE -- Consent to Establish CTO -- Consent to Operate dB -- Decibel D(R)BO -- Design (Review), Build and Operate DG -- Diesel Generator DI -- Ductile Iron DO – Dissolved Oxygen DPR – Detailed Project Report DRBC -- Design (Review) Build and Operate Contractor DUAD _ Directorate of Urban Administration and Development DWC - Double walled Corrugated EA – Environmental Assessment EHS -- Environment Health and safety EIA -- Environment Impact Assessment EMP – Environmental Management Plan ESA -- Environmental and Social Assessment ESMP - Environmental and Social Management Plan ESHS -- Environmental, Social, Health and Safety ESMF -- Environment and Social Management Framework GoI -- Government of India GoMP – Government of Madhya Pradesh HFL – Highest Flood Level HDPE -- High-density polyethylene IEC -- Information Education and Communication IPMF -- Indigenous People Management Framework IPP -- Indigenous People Plan

IPPF -- Indigenous Peoples Planning Framework IPS -- Intermediate Pumping Station JnNURM -- Jawahar Lal Nehru National Urban Renewal Mission LPCD -- Liter Per Capita Per Day Lps -- Litre per Second MLD -- Million Liters per day MoEF&CC – Ministry of Environment, Forest and Climate Change MP -- Madhya Pradesh MPPCB -- Madhya Pradesh Pollution Control Board MPUDC -- Madhya Pradesh Urban Development Company Limited MPUDP -- Madhya Pradesh Urban Development Project NAAQS -- National Ambient Air Quality Standards NOC – No Objection Certificate NOx – Oxides of nitrogen NSR -- Noise Sensitive Receivers OHT -- Over Head Tank O&M -- Operation and Maintenance OP -- Operation Policy OPEX Operating expenses PCR Physical Cultural Resources PIU – Project Implementation Unit PPE -- Personal Protective Equipment PMC -- Project Management Consultant PMU -- Project Management Unit PWD – Public Works Department RAP -- Resettlement Action Plan RCC -- Reinforced cement concrete ROW – Right of Way RPF -- Resettlement Policy Framework RTFCTLARRAct -- Right to Fair Compensation and Transparency in land Acquisition, Rehabilitation and Resettlement Act SEIAA State Environment Impact Assessment Authority SBSFS -- Small Bore Solid Free System SBR - Sequential Batch Reactor SC -- Scheduled Caste SMP -- Social Management Plan SMC -- Shajapur Municipal Council (Nagar Palika Parishad)

SO2 – Sulphur Dioxide SPCB – State Pollution Control Board SPS -- Sewage Pumping Station ST -- Scheduled Tribe STP -- Sewage Treatment Plant TVDP -- Tribal and Vulnerable People Development Plan UDHD -- Urban Development and Housing Department

UIDSSMT - Urban Infrastructure Development Scheme for Small & Medium towns ULB -- Urban Local Body WBM -- Water-Bound Macadam WTP -- Water Treatment Plant

Issue and Revision Record: Shajapur C-ESA

Checker Draft Originator Checker Approver Submission DBOT PIU PMC Rev. MPUDC Description contractor (Recommendation (Submission to (Review & World Bank (P.Das of PIU to PMC) PMU, Comments) infrastructure) MPUDC) 1 05.02.2020 21.04.2020 25.04.2020 Rev. I 06.05.2020, 01.05.2020 19.05.2020 (Discussion on 30.04.2020 & 2 30.04.2020 03.05.2020 Rev. II 08.06.2020 and 02.05.2020 observations received dated 10.06.2020 3 12.06.2020 Rev.III 15.06.2020 4 Rev. IV 18.06.2020 31.07.2020 WB comments on 5 Rev. V 08.09.2020 and 10.09.2020 6 Rev. VI 20.09.2020

7 Rev.VII` 20.10.2020

EXECUTIVE SUMMARY

Introduction:

1. Madhya Pradesh (MP) is geographically the second largest, fifth populous and eighth most urbanized state in India. Its total urban population is 20.1 million, which is 28 per cent of the total population spread over 476 urban centers.

2. Rapid urbanization in Madhya Pradesh has seen sprouting of new urban settlements across the state, mainly close to the existing cities. The last decade (2001-2011) has seen a 20% increase in the number of urban centers, including a 50% increase in census towns, compared to a 6% increase in previous decade (1991-2001).

3. Government of Madhya Pradesh in its ‗Vision Madhya Pradesh 2018‘ has shown their determination to face the challenges of urbanization and accordingly, has undertaken many programs to support the urban infrastructure. Madhya Pradesh Urban Development Project (MPUDP) is one of them which envisage financial support from the World Bank for various sub projects of Water Supply and Wastewater Management.

Proposed Intervention:

4. Shajapur is a district headquarter and a city among the important cities of Western Madhya Pradesh. It is situated 60 Km from Dewas on National Highway No. 3 (Agra- Mumbai Road), 180 km from Bhopal – the State Capital in the south East and 95 km from Indore in the south West. Shajapur geographically lies at Latitudes 23o25‖ North and Longitude 75o25‖ East, 435 meters above mean Sea Level. The city is situated on the banks of Chillar River.

5. A drinking water supply project @135 Lpcd (liter per capita per day) had been executed under Urban Infrastructure Development Scheme for Small and Medium Towns (UIDSSMT), a part of Jawahar Lal Nehru National Urban Renewal Mission. However, it was found that the intake well, constructed under this scheme does not function during summer season as the water stream recedes. Although, a channel has been dug with an objective to feed water into the intake well during summer, but the experience was not satisfactory. Therefore, SMC decided to construct another intake well within the pool of water in the dam. Construction of the new intake well is complete and the Raw Water Rising Main (RWRM) from new intake well to existing Water Treatment Plant is being laid and the remaining work of RWRM will be completed by 30.11.2020 (Annexure XX). However, due to excessive prolonged rains in year 2019 followed by another good season of monsoon this year (2020), water in Chillar dam is ample and water through old intake well is being provided in the town. Shajapur Municipal Council (SMC) is also taking up a drive to ensure 100% coverage

with individual connections. Approximately 75% of the Households in project area have tap water supply provided by the Shajapur Municipal Council The Household Connection drive has slowed down due to COVID-19 pandemic, however, SMC is determined to connect all households with Municipal Water Supply.

6. The wastewater of the town is being disposed in River Chillar through various small and major drains of the city. River Chillar (a tributary of River Chambal) flows through the middle of the town and disposal of wastewater in the River does not only contaminate the ground water but also creating an unhygienic and polluted environment in the city. Being a major source of pollution to River Chillar, it is envisaged to treat the sewage of the town and hence, a sewerage project is being implementing for the urban population living in the Municipal Council jurisdiction. The intent of the project is to ensure a comprehensive, technically and financially viable system for sewage collection and treatment for Shajapur town.

7. The Shajapur Sewerage Project is one of the sub-projects under MPUDP. The project has been envisaged as de-centralized system. For sewage collection, the entire area under the Municipal Boundary, after considering various options based on the topography and physical barriers (River Chillar and railway line which divided the town into two parts), has been divided into two zones: Zone1- Main Township with STP of capacity 10.90 MLD and Zone 2- smaller zone with packaged STP of capacity 0.35 MLD. Each zone is further divided in small sub zones based on topography of the town. Intermediate Pumping is provided in sub zones. The Projected Design population of the Urban Local Body (ULB) in the year 2049 is 119576. The project is designed to collect the sewage water from individual houses and carry it to the STP for providing desired treatment and finally, 20% of treated water will be reused for the purpose of horticulture, firefighting, washing of Ghats, flushing during initial years etc. The extent of reuse is in line with the Service Level Benchmarks set by Ministry of Urban Development, GoI. After reuse remaining treated sewage will be discharged into the River. Main Sewerage treatment plant (STP) is based on extended aeration Process of Sequential Batch Reactor (SBR) Technology. The DPR proposed SBR technology for main STP, however, the bid was called on open technology basis. The contractor i.e. M/s P.Das Infrastructure selected SBR process and the same is included in the contract. This technology requires less land. The effluent characteristics of treated water (as per the contract) are more stringent than those notified by the Central Pollution Control Board, Ministry of Environment and Forest and Climate Change (MOEF&CC) vide notification released in October 2017 (for treated effluent to be released in surface water) (Annexure V). Total contract cost of Shajapur Sewerage Project is Rs.92.54 Cr.

8. The sub project comprises of 1 STP, 1 Package STP, 5 Intermediate Pumping Stations. Main STP is on Khasra No. 29 which is government land having a total area of 3.02

hectare out of only 1.0 hectare is required for the construction of STP. The required land parcel in Khasra No. 29 for STP has already been demarcated and handed over to the contractor by the Municipal Council, Shajapur. At present the land parcel of STP is a vacant land free of encumbrances, with sparse vegetation mainly shrubs. The site for construction of STP is proposed near (100m) the banks of River Chillar in ward no. 8. The treated effluent will be reused for different purposes and remaining shall be disposed in River Chillar near Badshahi Bridge at a distance of 46m appx after meeting the prescribed treated sewage standard (Annexure V). 300 sqm of land for package STP at Khasra No.452/5, 210 sqm of land for each of the 5 Intermediate Pumping Stations in Khasra No. 354, 17, 249, 458 (all Government lands) and 247 (ULB‘s land) has been handed over to the contractor by the ULB. (Annexure XXI). The details of land requirement and availability for various components are given in table 1.1. All the lands are free of encumbrance and encroachment at present.

9. The population projections for design by the contractor is same as per DPR, and hence, there is no change in Sewage generation. However, during review and optimization of the network, flow in individual component has increased/decreased as per the final network design based on topography of the town. A comparison showing changes from the DPR stage and Approved design stage is given below in table 1.1 below:

Table 1.1: Comparison of components - DPR vs Approved Design

S. No. Infrastructure AS per DPR As per Approved Design Justification / Particulars (Location & Lat.-Long.) (Location & Lat.-Long.) 1 STP-1  In Ward No.-8 Near Badshahi  In Ward No.-8 Near Badshahi Pul, Khasra No. 29 has a total area of Pul, Shajapur, Khasra no. 29, Shajapur, Khasra no. 29 which is 3.02 hectare out of which only  Proposed site Lat. Long. are government land. 1.0 hectare is required for 23°26'9.10"N 76°16'27.50"E  Total area of Khasra No. 29 is 3.02 construction of STP. A 3 m wide hectare out of which 1.0 Hectare road passes through the Khasra. land as per the actual requirement While selecting the final piece of

for STP construction) is allotted to land on site, it was observed that ULB and handed over to the the piece of land (within Khasra contractor (by ULB) for no. 29) for STP conceived in the

construction of main STP. DPR was on the side of the road (Annexure XXI). closer to an existing graveyard. Therefore, in consultation with the stakeholders and with an objective to avoid any resistance from the local public, it was decided to demarcate the site for STP on the other side of existing

3m wide road. Since Khasra is same, this change has no further impact.

2 STP-2  Ward No.-3 Ayodhya Basti, No Change Village Mahupura, Shajapur, Khasra no 452/5  Total available land 0.073 Ha out of which 300 Sq. m allotted for Not Applicable, The land parcel construction of STP-2. is already handed over to the  Selected land is Government land contractor. and is in possession of ULB and handed over to the contractor by ULB.  Proposed site lat. Long. are 23°25'0.74"N 76°17'7.43"E 3 IPS-1  Ward No.-3 Behind Rajeshwari No change Not Applicable, The land parcel Mata Mandir, Shajapur, Khasra is handed over to the contractor. no. 247  Total available land 0. 157 Ha out of which 210 Sq. m allotted for construction of IPS-1.  Selected land is owned by ULB and handed over to the contractorProposed site lat. Long. are 23°25'4.66"N 76°16'40.45"E)

4 IPS-2  Ward No.-22 Near Mahupua No change Not Applicable, The land parcel Rapat Dhanmandi, Shajapur, is handed over to the contractor. Khasra no. 458  Total available land 0.021 Ha out of which 210 Sq. m allotted for construction of IPS-2.

 Selected land is Government land and is in possession of ULB and handed over to the contractor  Proposed site lat. Long. are 23°25'36.19"N 76°16'51.14"E)

5 IPS-3  Ward No.-7 Near Maliwada No change Not Applicable, The land parcel Masjid, Shajapur, Khasra no. 249. is handed over to the contractor.  Total available land 0.063 Ha out of which 210 Sq. m allotted for construction of IPS-3.  Selected land is Government land and is in possession of ULB and handed over to the contractor  Proposed site lat. Long. are 23°25'50.87"N 76°16'49.55"E.

6 IPS-4  Ward No. 1 Near Nalla (Mari  Ward No.-1, Village Mahupura, Location changed based on final Mata Bag Nalla, Patidar Colony behind police station Shajapur, network design and availability Khasra no 220/1 Khasra no. 354. of government land. This change  Total available land in khasra  Total available land 0.073 Ha out avoids purchase/acquisition of 0.073 Ha. of which 210 Sq. m allotted for private land and hence, has a  Selected land parcel is private construction of IPS-4. positive impact on the land  Selected land is Government land implementation aspect as well as and is in possession of ULB and avoids any social impact (caused handed over to the contractor by purchase or acquisition of  Proposed site lat. Long. are private land). The land parcel is 23°25'44.06"N 76°17'19.26"E. handed over to the contractor.

7 IPS-5  Ward no.03 near brick kiln  Ward No.-3, Village Golyakheda, Location changed based on final manufacturing unit (Eit-Bhatta), behind brick kiln manufacturing network design and availability Village Golyakheda, Shajapur unit (Eit-Bhatta), Shajapur, Khasra of government land. This change Khasra no. 15. no. 17 avoids purchase/acquisition of  Selected land parcel is private  Total available land in khasra 0.24 private land and hence, has a land Ha out of which 210 Sq. m allotted positive impact on the  Total available land in khasra for construction of IPS-5 implementation aspect as well as 0.24 Ha  Selected land is Government land avoids any social impact (caused and is in possession of ULB and by purchase or acquisition of handed over to the contractor private land). The land parcel is  Proposed site lat. Long. are handed over to the contractor. 23°25'0.98"N 76°17'9.38"E

8 Population - 77079 (Year 2019) No Change Not Applicable - 95724( Year 2034) - 119576 (Year 2049)

The capacity has changed based on 9. Capacity of Name of Capacity (as per Name of As per Contractor’s STPs and IPSs component DPR) component design capacity the final design after detailed survey. The capacity of pumping STP-1 10.90 MLD STP-1 11.10 MLD stations has increased as per the STP-2 (Pkg) 0.15 MLD STP-2 (Pkg) 0.35 MLD demand of ultimate period (the Civil Work is to be done for IPS-1 2.90 MLD IPS-1 3.58 MLD ultimate period). The capacity of IPS-2 0.70 MLD IPS-2 0.66 MLD STPs has changed individually in accordance to the rezoning of the IPS-3 2.50 MLD IPS-3 3.87 MLD Project Area, however, the IPS-4 0.80 MLD IPS-4 1.40 MLD combined capacity remains the IPS-5 0.15 MLD IPS-5 0.43 MLD same. 10. Treatment SBR SBR No change Technology

11 Sewer Network –104853 Network –115687 The increase in length of Sewer Network & Manhole -3920 Manhole -4180 Network is due to consideration Manhole No of additional lines for lanes and Comparison of Quantity Comparison of Quantity developments during the period Length Diameter Material Diameter Material Length (m) between finalization of DPR (m) DWC- 35094.4 DWC- 33994 100mm (year 2017) and the survey by 100mm HDPE HDPE DWC- 64483.2 the contractor (mid 2019). The 150mm DWC- 56449 HDPE 150mm addition in network is also HDPE DWC- 1602.1 170mm attributed to the strengthening DWC- 2329 HDPE 170mm DWC- 4301.4 and improvement of road HDPE 200mm DWC- 2574 HDPE infrastructure resulting in 200mm DWC- 2635.5 HDPE 250mm requirement of laying of sewer HDPE DWC- 2021 DWC- 1769.9 network on both side of the road. 250mm 300mm HDPE HDPE Project and ULB Boundary is DWC- 1805 DWC- 3117.6 300mm 400mm same in both the cases i.e. DPR HDPE HDPE 16

DWC- 2777 450mm NP3 957.9 400mm & Contractor Survey. HDPE 500mm NP3 630.3 450mm NP3 517 600mm NP3 316.5 The No of Manholes provided in 500mm NP3 431 700mm NP3 749.7 the design as per the CPHEEO 800mm NP3 28.6 600mm NP3 137 Total 115687 manual and increased due to 700mm NP3 1359 increase in the length of Sewer 800mm NP3 48 Total 104441 Network of 11.15 KM.

12. Contract Cost ( Rs. 83.64 Cr. Rs.92.54 Cr Contractor quoted 10.64% above Incl O & M) on Engineer‘s Estimate.

13. Influent/ Pollutants Units Standard as No Change Effluent per CPCB (Adapted by parameters MPUDC) pH pH 6.5-9 BOD Mg/l 10 COD Mg/l 50

Total N Mg/l 10 Total P Mg/l 2 TSS Mg/l 10

Total Coliform MPN/100ml <230 Bacteria

14. Details of Component GL in HFL in m Plinth level of all units is m Ground level designed above the HFL. STP-1 434.00 434.56 and High STP-2 (Pkg) 449.00 449.23 Flood Level IPS-1 438.00 438.88

IPS-2 436.50 438.64 IPS-3 437.60 437.25 IPS-4 443.40 440.63

IPS-5 440.50 440.46

10. The project proposes to lay sewer pipelines within the Right of Way (RoW) of the existing roads by using open trenching methodology, however, the road width with more than 7m, pipe laying will be on both side of the road. Where road width is less than 7m, pipe laying will be done on center of the road as per approved design.

11. General width of the trench would vary from 50 cm to 1.75 m. Approximately 75 % of the excavated material will be refilled into the trenches and remaining 25% will be transported to allotted land (low lying area) for surplus earth disposal at Phulkhedi near Hanuman Temple, Shajapur Excavated material will be treated based on its characteristics (whether it can be used in some other construction activity) otherwise it will be disposed in the proposed site. No blasting is required.

Environmental and Social Assessment

12. This report presents Contractor‘s Environmental and Social Assessment (ESA) of Shajapur Sewerage subproject under MPUDP. The assessment is updated by the contractor as per change/variation from the DPR phase to approved design. A total number of 14 public consultations were done during DPR, ESA preparation and Contractors ESA preparation and the details of the public meetings and number has been provided in Chapter no. 7 of Public/ Stakeholder consultation (During July, 2016, September, 2016 and 12th to 14th April, 2018 and August, 2018 at Shajapur). The assessment identifies potential impacts on the natural environment and the social characters of the subproject region during pre-construction, construction and operation phase of the sub project.

13. Various environmental factors such as the presence of eco-sensitive region in and around the project area, clearance of tree cover, improper storage of excavation spoils, flooding of adjacent areas, elevated noise and dust levels, damage to existing utilities were analyzed for impact assessment of the project. As -per the Environmental and Social Management Framework (ESMF) of MPUDP and considering the nature of activities that involve construction of treatment plant, outfall sewers, and construction

of deep sewer lines in dense urban areas, the project has been categorized as Ea.

14. Based on the Social screening of the sub-project and the categorization criteria for subprojects of MPUDP in the ESMF, the present sub project of Sewerage work of Shajapur town is a low impact category sub-project from social safeguards perspective. Land for the two STPs and all five IPS are in Government lands. The subproject has been

identified as a Category Sc from social safeguards perspective (Annexure I).

15. Where potential adverse effects are predicted, mitigation has been developed and its implementation is presented in the Environmental and Social Management Plan (ESMP) and Environmental Monitoring Plan (EMP) /Social Monitoring Plan (SMP).

Legal, Policy and Administrative Framework

16. Construction of sewage treatment plant does not attract Environmental Impact Assessment (EIA) requirements of Government of India (GoI) and does not require Environmental clearance from the Ministry of Environment, Forest and Climate Change (MoEF&CC) / State Environment Impact Assessment Authority (SEIAA). The following National and State level environmental and social Acts, laws and the Operational Policies of the World Bank will be applicable to the Shajapur Sewerage sub project:

i. Environment (Protection) Act, 1986: This is an umbrella Act of Government of India and will be applicable for the project. ii. Water (Prevention and Control of Pollution) Act of 1974, Rules of 1975, and amendments: This Act/ rules will be applicable to the sub-project and the sewage treatment plant will require ‗Consent to Establish‘ and ‗Operate‘ from the Madhya Pradesh State Pollution Control Board for the sewage treatment plant proposed through the project. iii. Air (Prevention and Control of Pollution) Act of 1981, Rules of 1982 and amendments: Requirements of this act/rule will be applicable both during construction and operation phase of the sub project, for various equipment/ vehicles used by the project. iv. Child Labour (Prohibition and Regulation) Act, 2000 shall be applicable v. The Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Act,2013 (RTFCTLARRAct2013): No land acquisition or resettlement impacts are anticipated for any of the proposed civil works for this sub project, hence this Act is not applicable to this subproject. vi. The Street Vendors (Protection of Livelihood and Regulation of StreetVending) Act,2014: Requirements under this Act will be applicable during construction. vii. Sexual Harassment of Women at Workplace (Prevention, Prohibition and Redressal) Act, 2013. viii. Construction and demolition waste management Rules, 2016 and Guidelines On Environmental Management Of Construction & Demolition (C & D) Wastes (Prepared in compliance of Rule 10 sub-rule 1(a) of C & D Waste Management Rules, 2016.

17. The Project is financed by the World Bank and hence World Bank‘s environmental and social safeguards policies are also applicable to this Project. The applicability of OPs in line with project activities and project settings are:

i. OP 4.01 Environmental Assessment: The OP 4.01 is applicable to the sub project. ii. OP/BP 4.12 Involuntary Resettlement: Since no involuntary resettlement is needed the policy is not applicable, No separate RAP is prepared. iii. OP/BP 4.10 Indigenous People: No area of Shajapur falls in Schedule V area, as per Constitution of India. Hence, the policy does not applicable. No separate IPP is required iv. OP/BP 4.11 Physical Cultural Resources: While no cultural properties shall be impacted due to the project the policy will not be applicable to the sub-project and will involve addressing the issues arising due to ‗chance find‘ if any cultural properties. v. OP / BP 7.50 World Bank Policy for Projects on International Waterways. The OP 7.50 is not applicable to the sub project.

Baseline Environment Profile

18. Environmental and Social Profile of the study area is assessed based on available secondary data on Physiographic, Topology, Climatic, water quality, Biological profile of Shajapur town. The flora and fauna identified in the study area are commonly found and not specific to the region. Also, there are no National Parks, Wild life sanctuaries, Bird sanctuaries within 10 Km radius of the project site. Nearest wildlife sanctuary is Allamanda which is about 110 KM from the town. There are no rare and endangered species in the subproject area.

19. The climate of the town is tropical with an average maximum and minimum temperatures of 45°C and 3°C respectively. The average annual rainfall reported in Shajapur town is 835 mm.

20. The data on ambient air quality of Shajapur is not available as this town has not remained the subject of monitoring by the Madhya Pradesh Pollution Control Board (MPPCB) due to non-availability of any major industries. Initial ambient air quality monitoring was conducted by the support agency appointed by MPUDC, so that the baseline air quality data is available before construction. The monitoring was done in April 2018 and by the contractor on 31.01.2020. Three locations were selected, out of which, one was in the core city with dense population.

21. As per the air quality monitoring reports conducted by ESA consultant, PM10 was 3 3 observed in the range of 44.74 to 62.45 ug/m , PM2.5 was in of 25.12 to 34.96 ug/m , 3 SOx was found to be in the range of 7.21 to 11.98 ug/m & NOx was found to be in the range of 13.01 to 20.87 ug/m3. However, contractor has also conducted AAQM and found all the results are well within the National Ambient Air Quality Standards (NAAQS).

22. The noise level was ranging from 66.3dBA at day time and 38.8dBA at night time. The noise level during day time near Shajapur Nagar Palika office (66.3 dBA) and near the brick kiln (55.8 dBA) are slightly higher than the permissible limits of 65 dBA and 55 dBA respectively whereas results during night time are well within the permissible limits of 45-55 dBA in night time, as prescribed by CPCB.

Socio economic Characteristics

23. In terms of socio-economic profile, as per Census 2011 of India, Shajapur Municipal Council had a population of 69,263, out of which 35,623 were males and 33,640 females, respectively. The Children belonging to the age group of 0-6 yrs are 8570 which is 12.37 % of the total population of Shajapur ULB. The Sex Ratio i.e. number of females per 1000 males is 944 against the state average of 931. Moreover, Sex Ratio among the children in Shajapur is about 920 as compared to Madhya Pradesh state of 918. Literacy rate in the city is 85.47% which is higher than that of the state average of 69.32%. In Shajapur, male literacy is around 91.61% while, female literacy rate is 79.00%. Scheduled Caste population comprises 14.02% whereas tribal population constitutes a mere 1.41% of the total population. Divided into 29 wards, the Shajapur Municipal Council (Nagar Palika) is spread over 17.19 sq km. The total households as per census 2011 are 13066. There is no important cultural and heritage resource notified by Archaeological Survey of India around the subproject area. Average HH size is 5.30, Gender gap in literacy is 12.61 %, worker participation ratio is 5:1

(approx.) as per census 2011 and the total HH as per contractor‘s survey are 13456.

24. Assessment of Anticipated Impacts (Summary of Impacts of the proposed project)The anticipated impacts and corresponding mitigation measures are analyzed separately for the project influence area and general impacts related to the nature of sub-project. Based on the magnitude and significance of the project activities, the nature, duration and extent of impacts are assessed.

25. The overall impact of the project on the beneficiary communities and the environment is expected to be positive resulting in an improvement in the health and quality of life of t0he people in the sub project area. There are no environmental sensitive areas in the sub project area, therefore, no such permanently negative or adverse environmental

impacts were identified. Shajapur does not fall under the Scheduled V area; therefore, preparation of separate IPMF is not required.

26. The STPs and five IPS under the proposed sub project have been planned to setup on Government land. There are no squatters or encroachers in and around the premises, who could get affected by the project.

27. The Sewer line laying will cause temporary disruption to the local community in terms of traffic congestion, access to roads (especially in dense and commercial areas and narrow roads), shops and residences. It is found that the access to shops may be affected temporarily during the period of sewer laying in the main market of the town. This issue is to be addressed by laying sewer lines in small stretches of 250 m and by providing appropriate access to the shops by providing planks at every 50m over the excavated portions. In streets, the residents have built ramps over the drains to have a direct access to the road or pathway. During laying of pipelines within the RoW, such ramps may have to be demolished. The ESMP includes a provision of re-constructing these ramps and the cost for such activities is also included in the provisional sum under the contract.

28. Possible Environmental and Social Impacts during pre-construction, Construction and Operation Phases are identified and possible mitigations during these phases have been suggested. Some of the environmental and social impacts identified include 1) air pollution due to dust and noise pollution during construction, 2) disposal of waste generated due to excavation activities, 3) temporary loss of access to residents, due to laying of sewer network, 4) temporary disruption to traffic (for 2 to 3 days at each stretch) etc.

Impact and Mitigation Measures during the project construction and operation

Impacts Mitigation Measures

Air impacts during construction of Provision of curtains (sheets/polysheets), sprinkling STP, IPS etc& laying pipelines, due of water to unprotected cleared areas and stockpiles to material transport, construction with water twice a day, especially during dry and windy periods. The excavated material while being transported to the site provided by ULB for the purpose will be covered and wetted. Impacts due to waste disposal Ensure that all waste generated on the premises during construction operation, must be collected in rubbish bins and disposed of weekly at registered refuse facility sites.

impacts on soil, water, due to Proper stock piling of excavated soil and must be sludge & waste disposal bordered by berms and shoring trench sides by timber shores, trench jacks etc to resist pressure on surrounding the excavation. traffic issues during material Alternate traffic routing will be adopted in transport, pipe laying, consultation with concerned traffic police authorities.

health and safety impacts including ESHS plan will be followed and it is ensured that site safety the contact details of the police or security company and ambulance services nearby to the site. Accidents, dealing with chemicals, Provision for Regular inspection and maintenance of hazardous materials during the sewers and safety considerations in handling the excavation materials.

Labour safety and facilities, labour The contractor shall engage local workers to a camps minimum of 25% of the labour needed. A residential building has been hired for labour from outside Shajapur. chance finds All the rules prescribed by Govt/ASI will be followed (protocol) by the construction contractors in conducting any excavation work, to ensure that any chance finds are recognized.

Temporary flooding due to Ensure that excavated soil material is stored on the excavation during monsoons higher lying areas of the site and not in any storm water run-off channels or any other areas where it is likely to cause erosion

Disposal of sludge leading to Sludge disposal plan has been prepared proper contamination of land and water to functioning of STP for digestion of sludge and ensure contamination of land and water. adequate functioning of dewatering units for efficient functioning of System.

Analysis of Project Alternatives,

29. The analysis of Alternatives was carried out to find out an option with least socio- economic and environmental consequences. The option study was conducted on the basis of available resources specially the lands for different components, i.e. 2 STP and

5 IPS. A detailed analysis for the selection of sewage network system i.e. whether to adopt conventional approach or have Small Bore Solid Free System was conducted and finally it was decided to adopt a combination of both the systems so as to have a techno-economic solution. However, paucity of land in the developed town specially limited availability of government land, resulted in restricted alternatives. Situation further worsens as the people are reluctant to provide private lands for the activities of IPS and/or STP. The site for STPs was selected based on the tail end of the network and availability of sufficient government land. The land parcels available at the tail end of the network were mostly privately owned except for the site selected under the present proposal.

Stakeholders / Public Consultation and Concerns

30. Stakeholders / Public consultation is very useful for gathering environmental data, understanding likely impacts, determining community and individual preferences, selecting project alternatives and designing viable and sustainable mitigation and compensation plans. Extensive public consultation meetings for the Shajapur Sewerage Scheme were carried out during the ESA study. The main objective for the consultation was to involve the community at the very early stage, so as to identify likely negative impacts and find ways to minimize negative impacts and enhance positive impacts of the project.

31. Public consultations, sensitization and inclusion meetings were held within the wards of the project area in in July 2016, September 2016, April 2018 and August 2019 with the help of respective local administration and the elected representatives. A total number of 14 meetings/public consultations were held with community members in which total number of participants were50 (Male – 27 & Female - 23) of persons were present. Representation of all categories and different income level groups in these meetings were also ensured. Key comments / concerns from consultations have been taken into consideration and suggested changes in the design and implementation activities. The key issues discussed during consultations included, absence of sewerage system leading to unhygienic conditions and pollution of River Chillar; resettlement or compensation in case of loss of property/income/ livelihood activities; house connection inside property; accessibility and difficulties during laying of sewer network; safety issues during excavation; use of existing Septic Tanks and connections modalities; Grievance redressal system etc.

32. Public concern in the designs was also ensured. Key public concerns and solutions are as followings;

 The networkk design is done in such a manner that maximum depth of excavation in the town is restricted to 5m. This will make the working more feasible (as the working space required will be less) in narrow streets.  A detail from various stakeholders (having underground utilities) is being obtained so that damage to underground utilities especially water supply network, is restricted to minimum extent.  Location (within same Khasra) of land for STP; Land for IPS-4 and IPS-5 conceived in DPR is changed due to public concerns.  The work of laying network will be done in small stretches of maximum 250 m and planks at every 50 m will be kept over the excavated portions so that maximum access is provided to the houses and shops etc without affecting their daily routines and/or income.  Network will be laid in the center of road or both sides of road. Whenever, the network is to be laid on both sides of road, care will be taken that work on one side shall be finished and then only the work on other side is started. This is done so as to ease the traffic movement and also to ensure that the vendors (sitting or on moving carts) are shifted to other side of road (just opposite to their place) without having any negative impact on their daily income. Labor influx and child labor

33. The construction of civil works for which the required labour force, associated goods and services cannot be fully supplied locally for a number of reasons such as worker unavailability and lack of technical skills and capacity. In such cases, the labour force (total or partial) would need to be brought in from outside the project area from nearby municipal towns and villages and sometimes outside the state. This rapid migration of labour to the project area may affect the project area negatively in the terms of additional burden on public infrastructure such as local social and health services, utilities such as water and electricity, housing and social dynamics and thus impact on local communities

Tribal and Vulnerable Population Identification and Assessment of Shajapur 34. The tribal population of Madhya Pradesh increased to 15,316,784 in 2011 from 12,233,474 in 2001. In Madhya Pradesh certain areas have been declared as scheduled area as Specified by the "Scheduled Areas under the fifth Schedule of Indian Constitutions".

35. Shajapur district and town does not find a place in the scheduled list. Shajapur town has only 1.41% Scheduled Tribe population as per 2011 census. However, Social Impact screening and assessment was done for tribal and vulnerable population in

Shajapur and no negative impacts due to the project were identified on tribal people. On the basis of identification, social impact screening and assessment and prior informed consultations, it was found that these groups are not a distinct group, and also do not have any separate cultural, economic, social, or political institutions. They are well versed with local Hindi language also. No adverse impact assessed during the process, therefore no separate IPP/TVDP is prepared.

Environmental and Social Management Plan (Environmental and Social Mitigation Measures) 36. An environmental and social management plan (ESMP) has been developed with measures to mitigate all negative impacts. Locations and sitting of the infrastructure were considered to further reduce 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 within the RoW of main/access roads, to reduce acquisition of land and impacts on livelihoods specifically in densely populated areas of the town.

37. The ESMP 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 other suitable measures for crossing trenches to ensure access is not impeded; (iv) use of noise- dampening measures in areas with sensitive receptors such as hospitals, schools, places of worships and other silence-zones; (vi) use of dust-suppression methods such as watering and/or covering of stockpiles; and (vii) finding beneficial use of excavated materials to extent possible to reduce the quantity to be disposed . As for the O&M phase, facilities will need to be repaired from time to time, but environmental and social impacts will be much less than those of the construction period as the work will be infrequent, affecting small areas only. The ESMP includes mitigation measures and monitoring plan to ensure compliance to environmental and social standards during O&M phase.

38. The ESMP 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 contractor. The ESMP will (i) ensure that the activities are undertaken in a responsible non-detrimental manner; (ii) provide a pro-active, feasible and practical working tool to enable the measurement and monitoring of environmental and social performance on site; (iii) guide and

control the implementation of findings and recommendations of the environmental and social assessment conducted for the subproject; (iv) detailed specific actions deemed necessary to assist in mitigating the environmental and social impact of the subproject; and (v) ensure that environment, health and safety guide lines of the GoI and World Bank are complied with. The ESMP includes a monitoring program to measure the environmental condition and effectiveness of implementation of the mitigation measures. It also includes observations on- and off-site, document checks, and interviews with workers and beneficiaries. The estimated cost of implementing ESMP measures is about INR. 88.69 lakhs.

39. This ESA has been verified by MPUDC through its PIUs based on the final design of the Design Review, Build and Operate (DRBO) Contractor and the relevant ESMP provisions has been updated to address the impacts due to the design changes. The updated ESA and ESMP will be disclosed by MPUDC after approval of The World Bank.

Health & Safety Management plan:

40. In this context, the project monitoring unit of MPUDP decided to develop a detailed guideline to ensure the quality standards for effective management of environment, Health and Safety issues in the implementation of World Bank supported MPUDP All Construction Companies working in projects are responsible for implementing the guidelines in their respective projects.

41. These guidelines are not intended to be a step‐by‐step procedure for each activity. It is a guideline document that outlines general activities, procedures, and requirements for all the projects throughout the construction phase of the sub projects. These procedures must always be read and implemented in conjunction with the related Contract Conditions

Institutional Framework

42. MPUDC is the Executing Agency for MPUDP. MPUDC is executing the subprojects on behalf of the ULBs, through designated PIUs. MPUDC has established a PMU for the implementation of MPUDP and the PMU will have a dedicated Environment Engineer and a Social and Gender Officer to coordinate and monitor the implementation of ESMF of MPUDP. Their respective role is described in relevant sections of the ESMF. PMU of MPUDC will supervise, monitor and ensure implementation of environmental and social safeguards for all subprojects under MPUDP as per this ESMF through Environmental and Social Safeguard officers. The PMU shall be coordinating with PIU and ULBs to ensure ESMF compliance and preparation of relevant documents/ monthly reports. The PIUs will also have a

designated environmental officer to supervise the implementation of safeguard activities of MPUDP subprojects within the jurisdiction of the PIU. The PMU and PIU will be further strengthened by Project Management Consultant (PMC) who will have dedicated environmental and social experts with appropriate qualification and experience for ensuring ESMF compliance in project implementation and submit relevant documents/ monthly reports to MPUDC. Monitoring and Evaluation

43. Urban Development and Housing Department (UDHD) of Government of Madhya Pradesh (GoMP) is the Executing Agency for MPUDP and is responsible for management, coordination and execution of all investment program activities. Implementing Agency is the Madhya Pradesh Urban Development Company Limited (MPUDC) of GoMP, which is implementing this program via a Project Management Unit (PMU) at Ujjain, and regional Project Implementation Units (PIUs). MPUC has appointed contractor (M/s P. Das Infrastructure-M/s Yogi JV) on 31st May 2019 to build infrastructure. PIUs will ensure/coordinate the construction. Project Management Consultants (PMC) is assessing PMU and PIUs.

44. A Comprehensive Environmental and Social Management plan (C-ESMP) including (i) sites/locations for construction work camps, storage areas, hauling roads, lay down areas, disposal areas for solid and hazardous wastes and digested sludge; (ii) specific mitigation measures following the approved ESMP; (iii) monitoring program as per CESMP such as labour management plan, social impact management; and (iv) budget for CESMP implementation. During implementation, periodic reports will be conducted and submitted covering ESHS parameters as required in the CESMP.

45. A copy of the approved C-ESMP will be kept on site during the construction period at all times. Non-compliance with, or any deviation from, the conditions set out in this document constitutes a failure in compliance.

Grievance Redressal Mechanism

46. A grievance redressal mechanism has been formed on 22.08.2019 at the town level, which includes formulation of a Grievance Redressal Committee consisting of Project Manager, PIU Ujjain (President), Sri Sanni Dubey, Ward Member, Ward no. 24, SMC (Member), Sri A. Khalil Khan, Nominated Social Worker (Member), CMO, SMC (Member) and CDO PIU Ujjain (Member). A copy of GRC order is enclosed as Annexure – XIII and meeting on GRC is also enclosed as annexure XVI

47. Affected person(s) can file their grievance with the respective ULB, PIU or Contractor in writing or through telephone, clarifying the area of grievance i.e., grievances related to construction activities affecting the livelihood or loss of property/utility or restriction of access and the grievances regarding the quality of service during operation and maintenance period. The Identity Card of Mr Shashant grievance shall be addressed within 48 hours. However, if there is any technical issue, the aggrieved will be informed accordingly.

48. Project Manager from PIU for the project is the nodal officer for the grievance redressal. A log shall be maintained for all complaints/feedback received (in any form or channel) with respect to the project. The meeting of the committee shall be convened as and when necessary and at such place or places as it considers appropriate; and conduct the proceedings in an informal manner as he / she considers appropriate with the object to bring an amicable settlement between the aggrieved parties. The proceedings of all such meetings shall be prepared for record purposes.

Conclusion and Recommendations

49. Environmental and Social Assessment, was conducted, as per the environmental and social management framework of MPUDP to address the possible issues/ concerns arising from the project. The project report of the sub-project Shajapur Town after environment and social assessment concludes that the project offers overall positive benefits on the life, health and environment of the people.

50. There are no environmentally sensitive areas (like forest, sanctuaries, etc.) in or near sub-project area. Also, there are no archaeological and historical protected areas/ sites within or near the town. Hence the impacts identified are mostly related to construction and operation phase.

51. No land acquisition is required, also no permanent or temporary adverse impact on assets and livelihood is anticipated, and hence no RAP is required as per ESMF. In the year 2018-19 i.e after approval of DPR ESA, it was observed that a local person started seasonal farming activity on part of land along river Chillar at the vacant government land. Since the land on which he was seen doing farming activity seemed to be within the same Khasra (No. 29) in which STP is proposed, he was

contacted. This was further important to contact him, because the land parcel for STP was yet to be demarcated. The person named Shri Ambaram, was contacted and informed about the status of land and the project being taken up on it. He was also informed that in case, this piece of land is demarcated by the District Authorities, he or anyone from his family will be offered a job from the contractor. Shri Ambaram admitted that this is an encroachment on Government land and requested that he should be allowed to harvest the crop, he had already sown. His request was accepted. While demarcating final piece of land, ample land is still available for Shri Ambaram, if he wishes to continue with farming. However, he has not been seen doing any farming activity since last 10 months. Although, no income loss or livelihood loss has occurred to Shri Ambaram, his son Mr Shashant Ambaram Malviy, has been appointed as ―supervisor‖ @ Rs 12000 per month by the contractor.

52. In view of the above, there is no livelihood loss or income loss involved and hence no RAP is required to be prepared. Loss of income for certain days to street vendors at certain locations was envisaged during ESA stage however, as already stated, laying of network has been designed/planned in such a manner that any negative impact on the daily income of the street vendors is avoided. The mitigation measures include shifting of street vendors across (on the opposite side) the road and laying network in small stretches of 250m. Mitigation measures to ensure access to residents and shops have also been proposed.

1. INTRODUCTION

1.1 Project Background

Madhya Pradesh (MP) is geographically second largest, fifth populous, and eighth most urbanized state in India. Although MP recorded a higher growth rate for its urban compared to rural population in the last decade, its urbanization rate is still below the national average but it is projected to catch-up in the next 15 years. At present, MP‘s total urban population is of 20.1 million (28% of total population) concentrated in 476 urban centers as follows: 378 municipal bodies of which 16 are Municipal Corporations (Nagar Nigams), 98 are Municipal Councils (Municipal Council), and 264 are Nagar Parishads (municipalities) and 98 Census Towns - identified as areas with urban characteristics, but not formally notified as urban. 4 out of the 16 municipal corporations, four (Indore, Bhopal, Jabalpur, and Gwalior) are million-plus cities.

Rapid urbanization in MP has seen sprouting of new urban settlements across the state, more often close to existing cities. The last decade (2001-2011) has seen a 20% increase in the number of urban centers, including a 50% increase in census towns, compared to a 6% increase in the previous decade (1991-2001). The last decade also saw more than a quarter-fold increase in population of the four largest urban agglomerations including Bhopal and Indore. In the cities in MP, household access to piped water supply ranges between 48-80%, per capita; water supply ranges between 35 to 135lpcd; access to underground sewerage range between nil to 40%; waste collection ranges between 85-90%, and 60-80% of rainwater runoff is effectively drained.

The development objective of the Madhya Pradesh Urban Development Project (MPUDP) supported by The World Bank is to enhance the capacity of the relevant State-level institutions to support ULBs in developing and financing urban infrastructure. To achieve the above, the project envisages the following components, Institutional Development Component and Urban Investment Component. Shajapur Sewerage Project is one of the sub-projects under the Madhya Pradesh Urban Development project (MPUDP) funded by the GoMP and the World Bank.

1.2 Context of the Environment and Social Assessment

This report presents an Environmental and Social Assessment (ESA) of the Shajapur Sewerage subproject under MPUDP project. The ESA identifies potential impacts on the natural environment and the social situation in Shajapur during construction and operation of the project. Where potential adverse effects are predicted, mitigation has been developed and its implementation is presented in an Environmental and Social Management Plan (ESMP) and Environmental Monitoring Plan (EMP)/Social Monitoring Plan (SMP).

This project has been identified as Category Ea sub-project based on the environmental screening carried out for the project (refer annexure I & refer section 3.3.4 of the report) as per the Environmental and Social Management Framework (ESMF) of MPUDP. This requires an ESA report and an Environmental and Social Management Plan. With regard to social safeguards, the project has been classified as ‗Category Sc, because no land acquisition is expected also no permanent adverse impacts on assets and livelihood is anticipated, hence no Resettlement Action Plan (RAP) is required as per ESMF.1 Only minor damage to road side properties and loss of income for certain days and locations during construction phase may be identified..

1.3 Objectives of ESA study

The Environmental and Social Impact Assessment has been carried out at the planningstagesfor the Shajapur Sewerage scheme to ensure that all adverse social and environmental impacts are taken into consideration during the design, construction, operation and thecommissioning of the Project. This ESA has been revised by the DRBO contractor (Prepared by independent consultant). The objectives of the study were the following.

 To obtain background Environmental information of the sites and legal and regulatory issues associated with the Shajapur Sewerage project;  To assess and predict the potential impacts during site preparation, construction and operational phases of the Project;  To make suggestions of possible alternatives to the design, based on the assessment findings;  To propose mitigation measures for the potential adverse environmental and social impacts and safety risks;  To ensure public participation; and  To prepare an ESA Report including an Environmental and Social Managementand Monitoring Plan.

1.4. Terms of Reference (ToR) for the ESA process The ToR for this Environmental and Social Impact Assessment is based on the guidance provided in the ESMF for MPUDP. The report broadly contains the following:

 Description of the nature of the project;  The location of the project including the physical area that may be affected by the

1It should be noted that this categorization refers to the categorization of subprojects as stated in the MPUDP ESMF, and should not be confused with the classification of overall Projects given in OP4.01 of the World Bank. As per safeguard policies of the World Bank, MPUDP has been categorized as a Category A project.

project‘s activities;  The activities that shall be undertaken during the project construction, operation and commissioning phases;  The design of the project;  The materials to be used, products and by-products, including waste to be generatedby the project and the methods of their disposal;  The potential environmental impacts of the project and the mitigation measures tobe taken during and after implementation of the project;  An action plan for the prevention and management of possible accidents during theproject cycle 1.5 Methodology

The ESA study was carried out based on desk review, field assessments, environmental monitoring and public consultations with the community who are likely to benefit from the project, the potential project affected persons and relevant Government Institutions.In the course of the assignment potential impacts of all stages of the project from pre- construction, through construction and installation to operation in project area is evaluated against applicable environmental and social standards, regulations and guidelines, the existing environmental conditions, and issues and concerns raised by all project stakeholders. The assessment process incorporates the following key stages:

Desk Review

A desktop study was conducted to review available published and unpublished reports, development plans and maps to compile relevant baseline biophysical and socio-economic information about the study area. The biophysical information was compiled on environmental aspects such as Topography, Climate, Soils, Water Resources, land use and flora and wildlife resources. On the socio-economic environment, the study compiled information on aspects such as population, sex ratio, literacy, religious composition of town, work force participation, share of ST and SC population, below poverty line people, density of town, land use, housing gap and commercial activities, poverty etc.

Field Visits Field visits were conducted in the study area to collect site-specific information on the biophysical and socio-economic environment and to crosscheck the secondary data. While at the site, environmental data were recorded and potential impacts identified in the wards having high density.

Stakeholder Consultation The consultation process was carried out in two stages: during the scoping and after preparation of the draft ESA. The consultation process focused on seeking comment on key issues and concerns, identifying potential impacts and offering the opportunity for alternatives or objections to be raised by the potentially affected parties; non-governmental organizations, members of the public and other stakeholders. See Annexure VIII for details of stakeholder‘s consultation.

Public meetings

Public Meetings with the communities were conducted in the project area with the help of the local administration especially the corporators and ULB officials. The selection of the wards for the meetings done based on different categories, localities and level of problems. In total 14meetings were held at different locations within the project area. The discussionsduring these public meetings were centered on key emerging issues relating to theproject as well as the communities

Informant Interviews One-on-one interviews with government agencies and institutionsin the project area were undertaken.These interviews were conducted to augment andconfirm data and informationobtained through secondary sources.

Focus Group Discussions Focus group discussions were conducted especially with women in fringe areas and in slum areas of Shajapur town were women facing open defecation problems/having soak pit latrines. Focus Group Discussions were carried out with women residents during which the participants were given the opportunity to discuss and contribute to specific information. The participants in the focus groups were selected based on their common characteristics from different communities. The focus group discussions place particular emphasis on group dynamics, when issues of particular concern should be addressed to explore participants‘ problems, attitudes, and suggestions regarding subproject

1.6 Analysis of Alternatives:

Systematically compares feasible alternatives to the project site, technology, design, and operation—including the ―without project‖ situation—in terms of their potential environmental impacts; the feasibility of mitigating these impacts; their capital and recurrent costs; their suitability under local conditions; and their institutional, training, and monitoring requirements. For each of the alternatives, quantifies the environmental impacts to the greatest extent possible and attaches economic values where feasible. States the basis for selecting the particular project

34 design and justifies recommended emissions levels and approaches to pollution prevention and abatement. The details are provided in chapter no 5.

1.7 Impact Assessment and Analysis

Following the identification of all project environmental aspects and potential impacts, the level of impact that may result from each of the activity-receptor interactions were assessed. The assessment and analyses methodologies for ESA studies are based on thefollowing key components of the environment in relation to the Project:

 Physical/chemical component;  Biological/ecological component;  Sociological/cultural component; and  Economic/operational component

1.8. Mitigation and Monitoring

1.8.1. Mitigation

Mitigation measures have been taken into consideration and defined during the impact assessment process. The results of the mitigation analysis and the mitigation measures included in mitigation plan of the Environmental & Social Management Plan.

1.8.2. Monitoring

The following monitoring approach is proposed:  The PIU and MPUDC shall monitor the implementation of ESMP and track indicators for IEC activities, grievance redressal, participation of women, scheduled Tribes and other vulnerable people. Quarterly report shall be prepared;  The monitoring plan has been included in Environmental & Social Management Plan (ESMP); and  Joint verification and updating and finalization of ESA during construction stage

2. PROJECT DESCRIPTION

2.1 Description of Project Area

2.1.1 Background

Shajapur is a district headquarter and one of the important cities of Malwa region in Western Madhya Pradesh. It is situated 60 Km from Dewas on National Highway No. 3 (Agra- Mumbai Road), 180 km from Bhopal – the State Capital in the south East and 95 km from Indore in the south West. The town geographically lies at Latitudes 23o25‖ North and Longitude 75o25‖ East, 435 meters above Mean Sea Level, on the Western Railway (Maksi – Guna Broad Gauge Line).

Shajapur is a part of Malwa plateau and most part of this area is hilly as it also falls under the area of Vindhyachal Ranges. The hills here are of low height and width. This area also falls in the Kucchar Area of River Chambal. River Chillar bisects the town. Shajapur also lies in close vicinity of other tributaries of River Chambal such as Lakhundar, Parbati, Newaj and Kalisindh. The major soil type in the region is Black Cotton Soil. The general slope of the town is in the North-Western direction.

2.1.2 Objective of the Project

The prime objective of MPUDP is to improve and scale up existing urban infrastructure within a comprehensive and coherent strategic development framework to ensure optimal linkage of urban utilities and benefit of resources to the citizens of the Shajapur.

This project aims to catalyse the thinking for wastewater management and lead stakeholders for systematic development of urban infrastructure. The thrusts of the assignment will be toward the field surveys and feedback from comprehensive stakeholder consultation and field identification process. The intent of the subproject is to ensure that comprehensive, technically and financially viable Sewerage system for Shajapur town.

Figure 2-1: Shajapur Map on Madhya Pradesh Map

2.2 Existing Water Supply and Sanitation System

2.2.1 Status of existing Water Supply and Sewerage System in the Town

The population of Shajapur as per 2011 census is 69263. Shajapur city is divided in 29 wards. Chillar Dam is the source of water supply to Shajapur. A drinking water supply augmentation project @135 LPCD (Liters Per Capita per Day) has been executed under Urban Infrastructure Development Scheme for Small and Medium Towns (UIDSSMT), a part of Jawahar Lal Nehru National Urban Renewal Mission (JnNURM). This included construction of Intake well, WTP of 11 MLD, Raw water and Clear Water Rising mains, feeder mains, Four Overhead Service Reservoirs (450 KL each) and distribution network of 15 km. The installed capacity for Water Treatment Plant (including existing WTP of 4.00 MLD) is 15.00 MLD. Total number of water supply household connection made in Shajapur Municipal Council is 13000 out of approximately 14000 Households which means that > 90% of the connections have been done. The letter dated 10-06-2020 of Chief Municipal Officer of Municipal Council Shajapur is attached in the C-ESA at annexure XX according to which remaining connections will be completed by December 2020. This is important to note that the pace of Household connections has slowed down because of the lockdown and COVID-19 pandemic. The Intake well under UIDSSMT has been constructed on the banks of river Chillar and with the time, it has been experienced that this does not function when the water level recedes. A water channel has been constructed to bring water to this intake but even this does not help in drawing water to the intake‘s full capacity. Therefore, the SMC decided to construct another intake in the course of Chillar Dam. Construction of this intake well is in progress and approximately 90% of the work is complete. The letter dated 10-06-2020 of

Chief Municipal Officer of Municipal Council Shajapur is attached in the C-ESA at annexure XX according to which the construction of New Intake well will be completed by the end of November 2020. This is to be further added here that the water supply system in the town is fully integrated with the WTP and the present water supply is as per the Service Levels @135 LPCD.

Sewerage system: At present there is no underground Sewerage System in the Town. Only the colony developed by M.P. housing board has sewer lines which, were laid 10-15 years ago. This infrastructure (generally made up of Stone ware pipes) is insufficient from the capacity point of view and inadequate as far as hydraulic requirements are concerned. Pipe condition is also a matter of concern. This system is further not connected to any treatment plant. In rest of the town, sewerage from households and other commercial, Public/ semi- public establishments is collected in individual septic tanks. However, the sludge from the households and unhygienic septic tank effluent goes into open drains e.g. bus stand nallah ward 14, Kasaiwada nallah ward 6-7, Dasipura nallah ward 5, Naisadak nallah ward 18, AB road nallah ward 29 and Kanhiya Lal Mali nallah ward 10. The open drains (Nallah) finally discharge the wastewater into Chillar River. The sewerage is polluting the River and also creating nuisance for the common man. Further, the effluent from Septic Tanks discharged in natural streams can be considered as a threat to health and hygiene of the citizens. People are willing to have an integrated sewerage system so that the sewage collection and treatment can be done in a systematic manner and the town may have the clean and hygienic environment.

As per Census 2011, the total number of houses in Shajapur are 13456, out of which 95% households have individual toilets, 5% households does not have individual toilets and depending on public toilets with seating arrangements (2 female and 4 male). There are 4 Sulabh complex at different location in the town each having 3 female and 4 male seating arrangement, operated by Municipal Council. The city has already been declared Open Defecation Free by the Government of India (GoI) as per the SWM data.

There are slum areas to the extent of nearly 40 % of the total urban area. The population of notified slum is 26,730 (38.5 % of total population). The main slums are: Maharshi Arvind Ward no. 1, Pandit Prabhag Chand Sharma Ward no. 2, Neta Ji Subhash Chand Bose Ward no. 3, Dr. Jakir Hussain Ward no. 4, Mulana Abdul Kalam Azad Ward no. 5, Shivaji Ward no. 8, Ambedkar Ward no. 10, Maharana Pratap Ward no. 12, Swami Vivekanand Ward no. 13, Chandmal Rai Ward no. 14, Guru Nanak Dev Ward no. 15, Lokmanya Tilak Ward no. 17, Kishore Bhai Tirvedi Ward no. 20, Kamla Nehru Ward no. 21

Approximate number of households in the slums are 4700 all of which are making use of public toilet or having individual toilets The GoMP had already taken up a massive drive of identifying the households without individual toilet and also constructing Individual toilet for each household, initially under State sponsored Chief Minister‘s Urban Sanitation Program which later was merged with the National ―Clean India Mission‖.

Figure 2-2: Index Map of the Executed Water Supply Scheme under UIDSSMT

2.3 Need for the Project

Shajapur is a prominent urban settlement of Madhya Pradesh situated on the Banks of River Chillar. In last decades migration from rural settlements has resulted in increase in population of the town. Furthermore, the completion of water supply scheme has resulted in water supply of 135 lpcd to the residents of towns. To sustain the high rate of growth in the town the sewerage system is an important component of the infrastructure that needs to be developed on priority. There is also ground water pollution posing a danger of cross-contamination for the water supply mains. In all the areas raw sewage is discharged into natural drains (Nallahs) posing danger to public health and also offends water pollution control regulations.

The usage of water flush toilets has resulted in the increase of sewage generation which has started flowing in the drains along the roads. The drains are meant to carry storm water and therefore gets overflow due to incoming sewage and thereby creating an unhygienic situation and health hazards. These drains flow into nallahs (open streams) which ultimately join River Chillar which flows through the centre of the town. The increased wastewater generation is becoming not only a potential health hazards and but also a major pollution threat to River Chillar.

As per the above, the execution of project is required for collection of Sewage generated from the household and conveyance of the same upto the pre-decided location. The sewage shall be treated and disposed of scientifically. This is required because the increased quantity of sewage has resulted in over-flowing of nallahs and a potential threat to the water quality of River Chillar i.e., degradation/contamination due to meeting of nallahs carrying sewage (detailed carrying capacity details is enclosed as annexure XI.

As per the State Vision 2018 Document, Sewerage Management Projects have to be taken up in all the towns on the banks of surface water source, i.e., Rivers. Henceforth Shajapur Municipal Council has decided to execute the Sewerage project through Madhya Pradesh Urban Development Company Limited. The project is prepared as per the State initiative for prevention of pollution in the Rivers in general and Rivers which are source of water supply in particular, along with providing clean and hygienic environment for healthy society.

2.4 The Proposed Sub-Project at Shajapur

2.4.1 Sewage Generation / Loading

The unit wastewater is determined considering present water supply level available @135lpcd and an appropriate return factor.

Accordingly, the rate of sewage flow has been taken as 80% of per capita water supply i.e. 108 LPCD along with ground water infiltration @250 liters per day per manhole has been considered for design of sewer network. The capacity of the STP proposed in the sewerage sub project

40 includes the provision for wastewater generated by projected population. Overall calculations are presented in Table 2-1 below: Table 2-1: Per Capita Sewage Generation

a) Total per capita water supply 135 Lpcd b) Sewage generation at 80% of the total water supply 108 Lpcd c) Add for infiltration (10% of wastewater quantity) 10.8 Lpcd d) Total unit sewage rate being admitted to system 118.8 Lpcd Source: CPHEEO Manual

The topography and spatial distribution of population has been considered and 100% coverage through sewer network has been proposed through centralized treatment and Intermediate pumping station.

Accordingly, Sewer Network is being designed having carrying capacity of ultimate requirement i.e., 13.85 MLD whereas the treatment facility is being provided for intermediate phase i.e., 11.25 MLD. Details are given below in table 2.2.

Table 2-2: Wastewater Generation

Demand Phase Year Population Discharge Infiltration Total Base Year 2019 77079 8.32 MLD 0.93 MLD 9.25 MLD Intermediate 2034 95724 10.32 MLD 0.93 MLD 11.25 MLD Ultimate 2049 119576 12.92 MLD 0.93 MLD 13.85 MLD Source : DRP

Zone wise Wastewater Generation

Demand Phase Year STP 1 Packaged Treatment Total MLD Population MLD Population Present 2019 8.95 74511 0.30 2569 9.25 MLD Intermediate 2034 10.88 92534 0.37 3191 11.25 MLD Ultimate 2049 13.37 115591 0.46 3985 13.85 MLD Source: DPR The proposed comprehensive sewerage for Shajapur town also considers house to house connections, traps all liquid flows from the properties in the town and and transport it to a suitable place for providing desired treatment before finally disposed to the River or reused for the purposes like horticulture, gardening, firefighting, or washing of ghats etc. 2.4.2. Description of proposed subproject components This project has been prepared for the design population of the town living within the area which is under Municipal Council jurisdiction for public amenities. The design population for this area has been projected as 119576 (year 2049).

The DPR proposes to divide the project area in two main zones based on the topography and physical barriers. After detailed technical, operational and economic analysis, the Zone 1 (main area) is further divided in 5 sub-zones with each sub-zone having an intermediate pumping station, from where the sewage is pumped into main trunk sewer by pumping main of different diameter to the STP (proposed with SBR technology). In Zone 2, the population is very less therefore, a packaged treatment plant has been provided.

Zone-1 is designed as Centralized system with 5 Intermediate Pumping Stations with common STP of 10.90 MLD capacity for intermediate period (Year 2034). This STP is based on SBR Technology. For Zone-2, the design is carried out for gravity flow provided with a packaged treatment plant of 0.35 MLD capacities for intermediate period. The STP technology is selected primarily taking into consideration of minimum land requirement and effluent characteristics stringent than the MOEF&CC, so that treated water can be discharged into inland water ways which are being potential drinking water sources. The total contract cost of Shajapur Sewerage project is Rs. 92.54 Cr. The details of major works of the proposed project are as below:

A. Details of the pipe line for sewer network

For the collection and conveyance of sewage from the households in the town two systems of sewer network are proposed. While a small bore solid free sewer system is proposed in initial stretches of the town (all the laterals having diameter of 100mm and areas with septic tanks in working condition and areas with narrow lanes up to 3 m). There is no change in population & total Sewage Generation of the town and same population is considered as per DPR. Conventional gravity sewer system has been proposed for the rest of the town. The detail of sewer network for the system is presented below: a. The length of conventional sewer system is 80.593 Km. b. Length of small bore solid free sewer system is 35.094km comprising of 100/120 mm HDPE DWC pipe is being proposed to be laid in the initial stretches.

Figure 2-3: Index Map of Proposed Shajapur Sewerage Scheme

Table 2-3: Details of sewer network

Comparison of Quantity Length (m) Diameter Material As per DPR As per proposed design 100mm DWC-HDPE 33994 35094.4 150mm DWC-HDPE 56449 64483.2 170mm DWC-HDPE 2329 1602.1 200mm DWC-HDPE 2574 4301.4 250mm DWC-HDPE 2021 2635.5 300mm DWC-HDPE 1805 1769.9 400mm DWC-HDPE 2777 3117.6 450mm NP3 517 957.9 500mm NP3 431 630.3 600mm NP3 137 316.5 700mm NP3 1359 749.7 800mm NP3 48 28.6 Total 104441 115687 (Source: DPR and as per approved design) Sewers will be connected to the house chambers which will be connected to trunk sewer line. The collection network is proposed to be laid within the RoW of existing roads. Where road width is more than 7m, pipe laying will be on both side of the road. Where road width is less than 7m, pipe laying will be done on centre of the road as per approved design. The available road width varies from 3 m to 18 m. The proposed diameter of the pipes varies from 100mm to 800mm. Out of total 115.68 km of proposed sewer line, more than 87.46% is of diameter between 100-170mm which requires an excavation of 0.75 m to 1.25 m depending on depth of excavation, and again out of this 35.094 km is under SBSFS which needs very shallow excavation (around 1 to 1.5 m). The available RoW is sufficient to cater this need. The designs have been made in such a manner that 87.5% of the pipe is to be laid to a max depth of 3.0 m. More depths are proposed for trunk mains which are to be provided along main roads having wider RoW. Due care has been taken to fix the alignments so as not to do any harm to vegetation or existing structures. (Please refer Annexure XXXII)

B. Sewage Treatment Plant In the proposed sewerage system, the whole town is divided in 2 zones. Zone-1 is designed as Centralized system with 5 Intermediate Pumping Stations with common STP. For Zone-2 the design is carried out for gravity flow provided with a packaged treatment plant.

a) Zone -1, as per the desired effluent discharge parameters and looking to the less O&M cost and land requirement for the construction, Sewage Treatment Plant -1 of 10.90 MLD (for intermediate phase – year 2034) based on Sequential Batch Reactor (SBR) is proposed to be constructed on Khasra No. 29 at Ward no. 8 near Badshah Pul. The area of land available is 3.02 Ha and allotted land is 1.0 Ha against the requirement of 1.0

Hectare (Ha). The land is a government land free from any encumbrances. Initially the land was selected left side of the road passing through the Khasra no. 29 but after detailed discussions and as per the local conditions already stated in the table 1, the land piece for STP is demarcated on the right side of the road in the same Khasra No. 29.

The average ground level is 434.50 m against the HFL of 434.56 m (source: railways). A copy of letter indicating r HFL is enclosed as annexure XV. The land identified for construction is flat in general having a gradual slope towards Chillar River.

b) Zone-2 is having low population and less flow rate. The design flow at the outfall of the zone is 0.35 MLD in intermediate phase. A packaged treatment plant shall be constructed on land at Khasra No. 452/5 at ward no. 3 Ayodhya Basti. The area of land available is 730 sqm wherein, the land required for construction of Package Treatment Plant is approximately 300 m2. The projected population of this specific area for the year 2034 is 3,191.

C. Intermediate Pumping Stations (Only for Zone I) 1) IPS-1 An intermediate sewage Pumping Station having capacity of 3.58 MLD is proposed at Khasra No. 247 behind Rajeshwari Mata Mandir. The area of land available is 1570 sqm (0.157 ha) against the approximate requirement of 210 Sq.m. to construct sump cum pump house. The land is a government land free from encumbrances.

2) IPS-2 Second intermediate sewage Pumping Station having capacity of 0.66MLD is proposed to be constructed at Khasra No. 458 at Ward no. 22 near Mahupua Rapat. The area of land available is 210 sqm against the approximate requirement of 210 Sq.m. The land is a government land free from encumbrances.

3) IPS-3 Third intermediate sewage Pumping Station of capacity 3.87MLD shall be constructed at Khasra No. 249 at Ward no. 7 near Maliwada Masjid. The area of land available is 630 sqm (0.63ha) against the approximate requirement of 210 Sq.m. The land is a government land free from encumbrances.

4) IPS-4 Fourth intermediate sewage Pumping Station having capacity of 1.40 MLD shall be constructed at Khasra No. 354near at Patidar colony. The area of land available is 730 sqm (0.073ha) against the approximate requirement Mahupura village of 210 Sq.m. The land is a government land free from encumbrances.

5) IPS-5 Fifth intermediate sewage Pumping Station, having capacity of 0.43MLD is proposed to be constructed at Khasra No. 17 in golyakheda village. The area of land available is 2400 sqm (0.24

45 ha) against the approximate requirement of 210 Sq.m. The land is a government land free from encumbrances.

Laterals

The project components include laterals of 100mm diameter DWC-HDPE pipe having length of 41670m for connecting houses service chamber to the manholes on sewer lines. There are approximately 4167 house service chambers (considering 1 for 3 houses) in conventional sewer systems which are to be connected to the man holes in the sewer network.

D. Manholes Construction of 3287 circular manholes having size of 900/1200/1500mm bottom diameter and 560mm top diameter is considered for the conventional gravity sewer system. The depth of manholes shall vary from 1.60 m to 6.0 m as per the requirement.

For small bore solid free sewer system 893 circular manholes having size of 900mm bottom diameter and 560 mm top diameter are proposed. The depth of manholes shall be limited upto 2.0 m.

E. House Service Chamber 4200 house service chambers having size of 600mm x 450 mm & 900mm deep shall be connected to the outfall of the individual household.

F. Major components of Small-bore sewer systems are,

(i) House connection. The house connection shall be made at the inlet to the interceptor tank. All household wastes (except for garbage and trash will be removed for disposal elsewhere) shall enter into the system. Storm water is being excluded.

(ii) Interceptor tank. The interceptor tank a single-chamber tank is a buried watertight tank with baffled inlet and outlet, designed to detain the liquid flow for 12 to 24 hours. The floating and settle-able solids from the liquid stream shall be removed. The design shall provide sufficient volume for storage of the solids, which shall be periodically removed through an access port once in 1-2 years. 1610 nos. of interceptor tanks are provided for settlement of suspended solid/sludge in sewage from households. The details of interceptor tanks are as below,

 750 Nos. for individual HH having size of 1.0 m x 2.0 m x 1.5 m,  500 Nos. for 1 in 3 households having size of 1.0 m x 3.0 m x 1.85 m,  360 Nos. for 1 in 5 households having size of 1.5 m x 3.0 m x 1.90 m. (iii) Sewers. The sewers shall be small bore DWC HDPE pipe (100 mm diameter) laid into the ground at a depth sufficient to collect the settled wastewater from house hold connections by gravity. The small-bore sewers are laid on a uniform gradient with straight alignment between manholes or cleanouts.

(iv) Cleanouts and manholes. Cleanouts and manholes shall be provided for access to the

46 sewers for inspection and maintenance and also for flushing if required. These should be tightly sealed to eliminate the possibility of infiltration and grit which commonly enter through the lids and walls of manholes, and also to prevent tampering. There is no provision of cleanout in contract agreement but these are necessary for SBSFS. So these shall be considered as an extra item. No, of SBSFS manhole shall be replaced with cleanout.

(V) Property (Household) Connection- Individual Connection inside the property Although the general practice is that chambers and network is provided upto the boundary line of the Households and the property owner is required to apply for the connection and make the connection on his own through authorized plumbers on the approval of ULB. But the experience in the towns where sewerage projects have already been implemented under various programs, is that the property owners are reluctant to get the connection. Learning from this experience, GoMP has decided to include the connections inside the property as in integral part of the sub project. Based on the door to door survey conducted, these connections are included in the Scope of Work of the contractor and the methodology of making connections is also included in the contract.

I) Septage Management:  Construction of 1610 Interceptors (in SBSFS) is also included in the sub project. All the interceptors and septic tanks within the area served by SBSFS will need cleaning at regular interval. These septic tank/interceptors may be required to clean in a span of every two years.  A provision for Suction vehicles has been included in the sub project. There will be no manual scavenging involved in the cleaning process. The digested sludge from the septic tank will be sucked by a sewer suction machine and will be disposed off at wet well in the inlet of proposed STP or the nearest IPS. The digested sludge will be transported to trenching ground at village Bhilwadiya having Khasra no 1110/10/1 and 672/min-2 & 673/min-2 respectively.

3. LEGAL, POLICY AND ADMINISTRATIVE FRAMEWORK

3.1. Regulatory Framework - Environmental Implementation of Shajapur Sewerage subproject is being governed by the Environmental and Social Management Framework (ESMF) of MPUDP, Central as well as State environmental policies, acts, rules, regulations, and standards. These regulations impose restrictions on activities to minimize/mitigate likely impacts on the environment and society. It is the responsibility of the project executing and implementing agencies to ensure subprojects are consistent with the legal policy framework, whether world Bank, central, state or municipal/local. Compliance is required in all stages of the subproject including design, construction, and operation and maintenance.

The summary of regulations and mandatory requirements for the subproject is presented in Table 3-1 below.

Table 3-1: Applicable Environmental and Social Regulations for Sewerage Scheme in India

Law Description Environment Related EIA Notification EIA Notification of 2006 and 2009 of Government of India (replacing the EIA Notification of 1994), set out the requirement for environmental assessment in India. This states that Environmental Clearance is required for certain defined activities/projects, and this must be obtained before any construction work or land preparation (except land acquisition) may commence. Projects are categorized as A or B depending on the scale of the project and the nature of its impacts. Category A projects requires Environmental Clearance from the National Ministry of Environment and Forest. Category B projects require Environmental Clearance from the SEIAA. Sewerage projects are not listed in this notification and hence, requirements of this act are not applicable to this sub-project Environment (Protection) Emissions and discharges from the facilities to be created or refurbished or Act, 1986. augmented shall comply with the notified standards. This is an umbrella act of Government of India and will be applicable for the project. Environment (Protection) Discharges from the facilities to be created or refurbished or augmented Amendment Rules, 2017 shall comply with the notified standards. (Discharge Standard for Central Pollution Control Board/State Pollution Control Boards/Pollution Sewage Treatment Plants Control Committees may issue more stringent norms taking account to local (STPs) condition under section 5 of the Environment (Protection) Act, 1986‖.

Law Description In MP for all the towns more stringent effluent standards than those issued by the CPCB. Appendix IX provides applicable standards for discharge standards for STP. Water (Prevention and Control of water pollution is achieved through administering conditions Control of Pollution) Act imposed in consent issued under provision of the Water (Prevention and of 1974, Rules of 1975, Control of Pollution) Act of 1974 of Government of India. These conditions and amendments regulate the quality of effluent, the location of discharge and the frequency of monitoring of effluents. These are applicable to the State of Madhya Pradesh also. This act will be applicable to the sub-project and the proposed sewage treatment plant will require the ‗Consent to Establish (CTE)‘ and ‗to Operate (CTO)‘ from the Madhya Pradesh State Pollution Control Board. Air (Prevention and The subproject having potential to emit air pollutants into the atmosphere Control of Pollution) Act have to obtain CTE under Section 21 of the Air (Prevention and Control of of 1981, Rules of 1982 Pollution) Act of 1981 from Madhya Pradesh Pollution Control Board and amendments. (MPPCB) before starting construction of the project and CTO before commissioning and operation the project. The occupier of the project/facility has the responsibility to adopt necessary air pollution Requirements of this act will be applicable both during construction and operation phase of the project. Forest (Conservation) As per Rule 6, every user agency, who wants to use any forest land for non- Act, 1980 and Forest forest purposes, shall seek approval of the Central Government. Conservation Rules, 2003 The Act will not be applicable because no acquisition or diversion of forest as amended land is required for the subproject. Ancient Monuments and The Rules designate areas within a radius of 100 meters (m) and 300 m Archaeological Sites and from the ―protected property‖ as ―protected area‖ and ―controlled area‖ Remains Rules of 1959 respectively. No development activity (including mining operations and construction) is permitted in the ―protected area‖ and all development activities likely to damage the protected property are not permitted in the ―controlled area‖ without prior permission of the Archaeological Survey of India (ASI). Protected property includes the site, remains, and monuments protected by ASI or the State Department of Archaeology. While no archeological monuments are located in the project area, (though there is a Fort in the town but it is not covered under ASI or identified by the State), the requirements of this act will be applicable, if any material of cultural importance is found ‗by chance‘ during the implementation of the project. Madhya Pradesh State Prepared in accordance with the National Water Policy, it states that ―for Water Policy, 2003 environmental balance, skillful and planned management of all types of developmental activities, economic use on equitable basis and in view of the prime importance of water for all human and other living beings, an

Law Description effective and sound water policy is necessary‖. Policy is detailed in 17 sections dealing with different aspects of water resources. No. 7 deals with Water Allocation Priorities, and according to which drinking water supply shall have the highest priority followed by irrigation, power, tourism, etc. Water Resource Department is nodal department for permitting different uses of water resources. Policy also states that ―clear provision for reservation of drinking water shall be made in irrigation projects‖ This policy is not directly applicable to this sub project. However, re-use of treated effluent under the sub project will be helpful in meeting the objective of the policy. Construction & This rule shall be applicable to waste resulting from excavation of trenches Demolition Waste for pipe laying operations such as excavated pavement materials, cement Management Rules, 2016 concrete roads, other construction debris and rubble This is applicable to the present sub project. Social Related Right to Fair The Act provides for enhanced compensation and assistances measures Compensation and and adopts a more consultative and participatory approach in dealing with Transparency in Land the Project Affected Persons. Acquisition, Since all the lands under the components of the proposed sub project are Rehabilitation and Government lands or are being purchased by the SMC through mutual Resettlement Act, 2013 agreement with the owner (in case of private land for proposed IPS4 and (RTFCTLARR Act2013) IPS 5), hence, this act is not applicable. MP Nagariyon Kshetra Madhya Pradesh is the only Indian state where a separate act has been ke Bhumiheen Vyakti passed by the state legislature for regularizing tenure of squatters on (Pattadhruti Adhikaron government land. GoMP has been granting leasehold land titles or Pattas ka Pradan Kiya Jana) to ―landless persons‖ or residents of squatter settlements in urban areas on Adhiniyam, 1984, the basis of the MP Nagariyon Kshetra ke Bhumiheen Vyakti (Pattadhruti popularly known as the Adhikaron ka Pradan Kiya Jana) Adhiniyam, 1984, popularly known as Patta Act. the Patta Act. The Act applies to all urban areas of MP. The `Patta‘ Act was introduced to grant leasehold rights to the landless persons occupying urban lands. The Act entitles all landless persons occupying less than 50 sq m of land on a specified cut of date to leasehold rights for residential use on the same land or on another site. The Street Vendors GOI recently enacted the act that specifically aims to protect the rights of (Protection of urban street vendors and to regulate street vending activities. It provides Livelihood and for Survey of street vendors and protection from eviction or relocation; Regulation of Street issuance of certificate for vending; provides for rights and obligations of Vending) Act, 2014 street vendors; development of street vending plans; organizing of capacity building programmes to enable the street vendors to exercise the rights contemplated under this Act; undertake research, education and

Law Description training programmes to advance knowledge and understanding of the role of the informal sector in the economy, in general and the street vendors, in particular and to raise awareness. The Scheduled Tribes AnAct to recognise and vest the forest rights and occupation in forest land And other Traditional in forest dwelling Scheduled Tribes and other traditional forest dwellers Forest Dwellers who have been residing in such forests for generations but whose rights (Recognition of Forest could not be recorded; to provide for a framework for recording the forests Rights) Act,2006. rights so vested and the nature of evidence required for such recognition and vesting in respect of forest land. This does not apply to this sub project. Sexual Harassment of In the Act, it is made mandatory for every employer to provide a Women at Workplace mechanism to redress grievances pertaining to workplace sexual Act, 2013 harassment and enforce the right to gender equality of working women. The Act is also unique for its wide ambit as it is applicable to the organized sector as well as the unorganized sector. A handbook on the Act has been released by Ministry of Women and Child Department to help all agencies in taking pro-active measures. EPF Act 1952 Employees' Provident Funds & Miscellaneous Provisions Act, 1952 applies to all states in India except Jammu and Kashmir. The purpose of a provident fund is to provide financial security and stability to elderly people on retirement. The employer is also expected to contribute to its employees retirement fund. The Workman The Workman Compensation Act, 1923 was formed to provide Compensation Act, compensations for workers who acquired/acquire injuries caused by 1923 accidents in the course of employment. Therefore, employers are obligated to pay compensations to workers who got injuries that led to disablement or even death in the course of employment Inter-State Migrant A key piece of legislation governing inter-state migrants in India is Workmen (Regulation the Inter-State Migrant Workmen (Regulation of Employment and of Employment and Conditions of Service) Act, 1979. The Act was enacted to prevent the Conditions of exploitation of inter-state migrant workmen by contractors, and to ensure Service) Act, 1979 fair and decent conditions of employment Minimum wages Act The minimum wage act 1948 is an act to enforce minimum wages to 1948 labourers in all categories and provide for certain other matter connected there with. This act is applicable in this subproject Payment of Wages Act, This Act applies to wages payable to an employed person in respect of a 1936 wage period if such wages for that wage period do not exceed 12[twenty four thousand rupees] per month or such other higher sum which, on the basis of figures of the Consumer Expenditure Survey published by the National Sample Survey Organisation, the Central Government may, after every five years, by notification in the Official Gazette, specify

Law Description The Payment of Bonus The minimum bonus of 8.33% is payable by every industry and Act 1965 establishment under section 10 of the Act. The maximum bonus including productivity linked bonus that can be paid in any accounting year shall not exceed 20% of the salary/wage of an employee under the section 31 A of the Act

3.2. World Bank Safeguard Policies The Bank requires environment and social assessment (ESA) of projects proposed for Bank financing to help ensure that they are environmentally sound and sustainable, and thus to improve decision making. Table 3.2 presents the key safeguard policies of The World Bank applicable for MPUDP. Comparison of national environmental policies and World Bank safeguards operational policies are given in table no. 3.3.

Table 3-2: World Bank Safeguard Policies applicable for MPUDP

World Bank Objective Applicability Safeguard Requirements Safe Guard Policies OP 4.01 The objective of this policy is to ensure The environmental issues will be EIA and/or EMP required. Environmental that Bank financed projects are addressed adequately in Assessment environmentally sound and advance. An Environmental sustainable. Assessment (EA) with Environmental Management Plan (EMP) shall be developed to manage environmental risks and maximize environmental and social benefits wherever it is applicable. OP/BP 4.12 The objective of this policy is to avoid This policy applies to all All proposed project sites had been Involuntary or minimize involuntary resettlement components of the project that subjected to screening. No need for land Resettlement where feasible, exploring all viable result in involuntary acquisition, nor adverse impact on assets alternative project designs. resettlement, regardless of the and livelihood are likely. The policy is Furthermore, it intends to assist source of financing including not applicable, and no separate RAP is displaced person in improving their projects that are carried out, or prepared. former living standards; community planned to be carried out, The land parcels selected for all the participation in planning and contemporaneously with the components, including Intermediate Pumping implementing resettlement; and to project. Stations (IPS), are in Government lands. provide assistance to affected people, regardless of the legality of title of land

World Bank Objective Applicability Safeguard Requirements Safe Guard Policies OP/BP 4.10 This policy aims to protect the dignity, No area of Shajapur falls in Based on the assessment and consultation Indigenous right and cultural uniqueness of Schedule V area, as per with the key stakeholders it is confirmed People indigenous people; to ensure that they Constitution of India. that the tribal people in the project area do not suffer due to development; that do not exhibit typical characteristics such they receive social and economic as living as a group; speak separate benefits language from dominant population, having separate institutions in close attachment to the forest etc. Hence, the policy does not apply. No separate IPP is required OP/BP 4.11 This policy aims at assisting in the These policies will not triggered This policy is applicable to the sub Physical preservation of cultural property, by sub-projects where cultural project. While there are no designated Cultural historical, religious and unique natural property, historical, religious cultural properties in the town, due to the Resources value. This includes remains left by and unique natural value-this presence of historic structures and also previous human inhabitants and unique includes remains left by previous due to the fact that the alignment of environment features, as well as in the human inhabitants and unique sewer/feeder line is not finalized, chance protection and enhancement of cultural environment features may be find procedure will applicable for the properties encountered in Bank- affected due to project. project. financed project. OP / BP 7.50 The policy deals with two categories of Abstraction of water from Rivers River Chillar (a tributary of River World Bank water bodies namely (i) international /tributaries which are part of Chambal) passes through Shajapur, Policy for inland waterways which included any Ganga Basin which is a part of Ganga River Basin. Projects on River, canal, lake or other inland Hence, the policy is applicable for this International waterway; and (ii) international waters sub-project. As per the policy Waterways which included bays, gulfs, straits, or requirements, the beneficiary state) channels bounded by several states, or should notify the other riparian countries 54

World Bank Objective Applicability Safeguard Requirements Safe Guard Policies if within one state recognized as of the project and provide them the necessary channels of communication project details. between the open sea and other states. However, since either the amount of The Bank policy for projects on water to be abstracted from the tributaries international waterways is based on (of River Ganga) in the towns where two principles. The first element is the Water Supply is proposed under MPUDP recognition by the Bank that is very little, or the discharge of treated cooperation and goodwill of all water from the sewerage sub projects into riparians is essential for the efficient the tributaries (of River Ganga) is very utilization and protection of the little, an exception from the World Bank international waterway. The second is management has been provided to the the general rule that all riparians project from notifying the riparian should be notified, subject to certain countries. specified exceptions, of Bank-financed OP 4.04 Natural The policy recognizes that the This policy may be triggered by This policy is applicable in this Habitats conservation of natural habitats is the Project due to activity subproject because our project is essential for long-term sustainable requiring forest/ wildlife lands, proposed near the water body as well as development. The Bank, therefore, locating close to the natural outfall of the treated wastewater is also in supports the protection, maintenance habitats with the potential to the river. and rehabilitation of natural habitats in cause significant adverse impact its project financing, as well as policy or degradation of natural habitats dialogue and analytical work. The whether directly (through Bank supports and expects the construction) or indirectly Borrowers to apply a precautionary (through human activities approach to natural resources induced by the project management to ensure environmentally

World Bank Objective Applicability Safeguard Requirements Safe Guard Policies sustainable development.

General EH&S The General Environment, Health and These Guidelines are technical These guidelines apply and the provision to Guidelines Safety (EHS) Guidelines contain reference documents with general comply with the guidelines has been included World bank information on cross-cutting and industry-specific examples of in the EMP and also in the Bid document. group environmental, health, and safety issues Good International Industry potentially applicable to all projects. The Practice (GIIP). The Guidelines EHS Guidelines for Water and Sanitation contain the performance levels and include information relevant to the measures that are normally operation and maintenance of (i) potable acceptable to World Bank Group water treatment and distribution systems, and that are generally considered to and (ii) collection of sewage in centralized be achievable in new facilities at systems (such as piped sewer collection reasonable costs by existing networks) or decentralized systems (such technology. This guideline will be as septic tanks subsequently serviced by applicable to the proposed pump trucks) and treatment of collected subproject. sewage at centralized facilities Environmental, relevant to the operation and facilities at reasonable costs by These guidelines apply in this project and required Health, and maintenance of (i) potable water existing technology. to comply during all phases of the project. Safety treatment and distribution systems, This guideline will be applicable Guidelines for and (ii) collection of sewage in to the proposed subproject since Water and centralized systems (such as piped it is a sewerage project. Sanitation sewer collection networks) or decentralized systems (such as septic tanks subsequently serviced by pump trucks) and treatment of collected sewage at centralized facilities

Table 3.3: Comparison of National Environmental Policy and Bank’s Safeguard Operational Policies

S. No Bank’s Safeguard Equivalent National Environmental Policy and Policy Gaps and its redressal OPs Regulations 1. OP 4.01  Environmental Impact Assessment Notification-2006, The OP 4.01 requires EA for Sewerage Environmental 14th Sep-2006, as amended in 2009 and 2016 subproject while EIA notification 2006 Assessment  Environmental protection Act, 1986 and subsequent and amendments is not applicable in amendments this sewerage project.  Environmental Impact Assessment Notification-2006, Further, considering IGP notes and 14th Sep-2006, as amended in 2009 and 2013 Bank‘s internal guidance, the gap exists with regard to community health and  Air (Prevention and Control of Pollution) Act, 1981; safety issues.  Water (Prevention and Control of Pollution) Act, 1974, The project design considers avoiding for Pollution-Prevention-and-Management; any large-scale impacts on vegetation,  The Noise Pollution (Regulation and Control) Rules, 2000 land and environment due to  Municipal Solid Waste (Management & Handling) construction and outfall of the treated Rules, 2000 (MSW Rules) wastewater.  Hazardous Wastes (Management, Handling and Trans- It is also ensured to reuse treated boundary Movement) Rules, 2008. wastewater as much as possible and also reuse of extracted and demolition  Batteries (Management and Handling) Rules, 2001 waste materials in project construction.  The E-Waste (Management) Rules, 2016,  Plastic waste Management Rules, 2016  Construction & Demolition, Waste Management Rules, 2016 Right to information Act 2005  The Building and Other Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996  Contract Labour (Regulation &Abolition) Act 1970,

S. No Bank’s Safeguard Equivalent National Environmental Policy and Policy Gaps and its redressal OPs Regulations  Minimum Wages Act 1948, Payment of Wages Act 1936,  Child Labour (Prohibition & Regulation) Act 1986,  Inter-State Migrant workmen‘s (Regulation of Employment & Conditions of Service) Act 1979  The Right to Fair Compensation and Transparency in Land Acquisition Rehabilitation and Resettlement Act, 2013 (Act 30 of 2013) (LARR) 2. OP 4.04 Natural  Biological Diversity Act, 2002, Provisions from the acts meet the OP Habitats  Wildlife Protection Act 1972 (WLPA), 4.04 requirements. The proposed subproject is not in protected area nor wildlife sanctuaries (Environmental Sensitive areas). However, MPUDC has adopted more stringent treated wastewater standard to minimize the impact of receiving water of the outfall. 3 OP 4.09 Pest Not applicable Management 4 OP 4.10 Indigenous Not applicable People 5 OP 4.11 Physical Ancient Monuments and Archaeological Sites and Remains Provisions from the act meet the OP Cultural Act, 1958 4.11 requirements. Resources (PCR) Chance find procedures are included in EMSP. Impacts on religious structures (not protected, but social and cultural value) will be mitigated or managed through provisions for restoration or 58

S. No Bank’s Safeguard Equivalent National Environmental Policy and Policy Gaps and its redressal OPs Regulations reconstruction of CPRs in C-ESA. 6 OP 4.12 Involuntary  The Right to Fair Compensation and Transparency in Gap exists specifically related to Resettlement Land Acquisition Rehabilitation and Resettlement Act, aspects such as identification of non- 2013 (Act 30 of 2013) (LARR) titleholders as PAPs; cut off dates for non-titleholders and valuation of  MP Nagariy Kshetra ke Bhumiheen Vyakti (Pattadhruti structures with depreciation. It is Adhikaron ka Pradan Kiya Jana) Adhiniyam, 1984, clarified that all proposed project sites popularly known as the Patta Act. had been subjected to screening. No  The Street Vendors (Protection of Livelihood and need for land acquisition, nor adverse Regulation of Street Vending) Act,2014 impact on assets and livelihood are likely. The policy is not applicable, and no separate RAP is prepared.

The land parcels selected for all the components, including Intermediate Pumping Stations (IPS), are in Government lands 7 EHS Guidelines for  Environmental protection Act, 1986 and subsequent The majority of OPs requirements are Construction amendments addressed by existing regulations. Materials Extraction,  Environmental Impact Assessment Notification-2006, However, with regard to resource April, 2007, IFC 14th Sep-2006, as amended in 2009 and 2013 efficiency and climate change /GHG aspects, bridging of gap is most likely  Air (Prevention and Control of Pollution) Act, 1981; after notification of National Resource  Water (Prevention and Control of Pollution) Act, 1974, Efficiency Policy, 2019, currently at for Pollution-Prevention-and-Management; draft stage.  The Noise Pollution (Regulation and Control) Rules, 2000 Project design considers measures for  National Resource Efficiency Policy, 2019 (Draft) reuse of extracted materials in project construction.  Notification for use of fly ash, 2003 and MoEF&CC notification dated 25th March 2015

S. No Bank’s Safeguard Equivalent National Environmental Policy and Policy Gaps and its redressal OPs Regulations  Municipal Solid Waste (Management & Handling) Rules, 2000 (MSW Rules)  Hazardous Wastes (Management, Handling and Trans- boundary Movement) Rules, 2008.  Batteries (Management and Handling) Rules, 2001  Central Motor Vehicle Act 1988 and Central Motor Vehicle Rules 1989  The E-Waste (Management) Rules, 2016,  Plastic waste Management Rules, 2016  Construction & Demolition, Waste Management Rules, 2016  The Mines and Minerals (Development and Regulation) Act 1957

4. BASELINE ENVIRONMENT AND SOCIAL PROFILE

4.1. Baseline Study This chapter presents the baseline profile of various environmental features in Shajapur city. The baseline details have been recorded for assessing the potential impacts due to the proposed sewerage sub-project. The baseline environmental status is important to understand the region's existing physical and biological characteristics along with cultural and social status of the residing community. Information and data presented in this section is based on field surveys, stakeholder interaction/consultations and available secondary data including relevant data from the Detailed Project Report (DPR) of the project, City Development Plan (CDP) of the municipality, available Water/ Air/ Noise quality monitoring reports of CPCB and Madhya Pradesh Pollution Control Board, City census data etc. The information in the baseline environmental conditions forms the basis to analyze the probable impacts of the project vis-à-vis the present background environmental quality of the core study area. The detailed profile is presented in the following sections.

4.2. Profile of Shajapur Subproject Sites The subproject components locations are in the town and its surroundings. None of the components are proposed in any forest land or any sensitive area. There are neither protected areas, like wildlife sanctuaries, national parks, nor historically, archeologically protected areas in the vicinity. Town is densely populated in the core/old town areas with narrow lanes, and small and closely built houses. Commercial areas are along the main roads, which are generally congested with activities, pedestrians and traffic. Site specific environmental Features of proposed Sewerage Scheme components are presented in Table 4-1.

Table 4-1: Site Environmental Features of Proposed sub project components

S. No Components Detail of Location and Environmental features 1 STP-1 1. A study on availability of land at the tail end of the network was 10.90MLD carried out for the selection of land for STP with capacity of 10.90 MLD for zone-I. After detailed investigations, it was found that most of the lands available are private or insufficient or far away from making the sub project which is not financially feasible. Finally, Khasra No 29 in ward no. 08 near Badshah Pul at Chillar River in North-East side, was selected. This is Government Land having sufficient available area 3.4 hectare against a requirement of 1.0 hectare) for the required capacity of STP and the technology (SBR). This site is well approachable by the BT Road.

2. There is an existing 3m wide road within the same Khasra. The DPR conceived to construct the STP towards the graveyard side

S. No Components Detail of Location and Environmental features of the road, however, after discussions with the local district authorities and ULB officials, the final demarcation of the land parcel for STP is done on the other side of road to avoid any public resistance as well as to increase distance from graveyard.

3. Site has three trees (Two trees -Azadirecta Indica & one tree - Phoenix dactylifera) which need to be shifted/cut as per actual STP layout. Proper mitigation measure i.e., permission of tree cutting from Chief Municipal Officer of SMC, will be obtained and 5 times trees will be planted in lieu of these trees. This is important to note that the contract provides for plantation of 500 trees by the contractor.

4. STP is proposed on government land; hence, no land acquisition is required. The land is available with the contractor. 5. The land identified for construction is flat having a gradual slope towards River side. The area of land available is 3.02 Ha. District collector allotted 1.055 Ha to construct STP against a requirement of 1.00 Ha. The STP will have sump of capacity 225KL. The useful capacity of sump shall be 130 KL in place of 225KL calculated below the invert level of pipe up to finished floor level of sump. This is required for 30 minutes of retention period for Intermediate average flow. 6. Treated sewage (after meeting the effluent standards as given in annexure-No IV) will be disposed in the Chillar River which is at a distance of appx100 m. 7. Neither forest nor any sensitive areas exists near the proposed site. The site in general is surrounded by open space. Discussions with the local masses revealed that people have no grievance regarding location of that STP. 8. General wind direction is from North towards South. The main township is in the South-East direction & 500m away from the proposed location. Trees will be planted in the STP premises to avoid bad smell, if any, from STP. 9. It is proposed to plant trees in the STP premises to minimize the impact of Green House Gases like methane gas likely to be produced during the Sewage treatment. 10. The average ground level of STP site is 433.44M above MSL as against the HFL of 434.56M. 11. The discharge carrying capacity of River has been worked out in

S. No Components Detail of Location and Environmental features the DPR (Chapter 7) and it is also rechecked by the contractor (detailed is enclosed as annexure XI, as per the available cross- sectional area and slope on site. This comes to 3.60 cumecs against the required discharge of 0.0057 cumecs. Hence the River capacity is sufficient to carry additional treated wastewater discharge during monsoon and will have no adverse impacts. 12. In the year 2018-19 i.e after approval of DPR ESA, it was observed that a local person started seasonal farming activity on part of land along river Chillar at the vacant government land. Since the land on which he was seen doing farming activity seemed to be within the same Khasra (No. 29) in which STP is proposed, he was contacted. This was further important to contact him, because the land parcel for STP was yet to be demarcated. The person named Shri Ambaram, was contacted and informed about the status of land and the project being taken up on it. He was also informed that in case, this piece of land is demarcated by the District Authorities, he or anyone from his family will be offered a job from the contractor. Shri Ambaram admitted that this is an encroachment on Government land and requested that he should be allowed to harvest the crop, he had already sown. His request was accepted. While demarcating final piece of land, ample land is still available for Shri Ambaram, if he wishes to continue with farming. However, he has not been seen doing any farming activity since last 10 months. Although, no income loss or livelihood loss has occurred to Shri Ambaram, his son Mr Shashant Ambaram Malviy, has been appointed as ―supervisor‖ @ Rs 12000 per month by the contractor. Farmer‘s consent is appended at annexure XXIX, 13. Now there is no farming activity is being done since last year at the site. Since there is no livelihood loss or income loss involved hence no RAP is required to be prepared. 14. A board stating the ownership and purpose, was put on the site after demarcation so that in case anyone has any grievance may reach to either PIU or ULB. Construction of office at site was also started. No such grievance has been received either in PIU or PMU or ULB or District Authorities.

S. No Components Detail of Location and Environmental features Site Photographs STP-1

2. STP-2 1. After detailed investigations, the land (At Khasra No 452/5) ward 0.35MLD No. 03, Ayodhya Basti selected for Zone –II area. Package STP 2. The site is free from any encroachment and habitation. This land is under the possession of Nazul (Government) and hence, no acquisition is required. 3. The area of land available is 0.073 Ha wherein, the land required for construction of STP is approximately 100 m2. The land is available with the contractor. 4. The minimum and maximum ground level is 447.97 and 448.65m respectively against the HFL of 449.23m. 5. The land identified for construction is flat having a gradual slope towards west side drains available near the proposed location. 6. Proposed location is barren land, trees, shrubs observed at the site 64

S. No Components Detail of Location and Environmental features and the Proposed land is surrounded by Agriculture area. 7. The proposed site is at a distance of 100 m from river and 50 m from main habitation. 8. The proposed location is well approachable through 4 m wide CC road Site Photographs STP-2

Intermediate Pumping Stations (All in Zone-I)

1. IPS -1 1. An intermediate sewage Pumping Station having capacity of 3.58 MLD shall be constructed (Khasra No. 247) behind Rajeshwari Mata Mandir. 2. The area of land available is 1570 Sqm to construct sump cum pump house. The requirement of land to construct Sump is 210 Sq.m. Land is available with the contractor. 3. The minimum and maximum GL of the site is 437.86m, 438.80 respectively whereas the HFL 438.88m. 4. The proposed site is at a distance of 77m from river and 300 m from main habitation. 5. Neither forest nor any sensitive areas area exists near the proposed site. The land is free from any type of disputes and encroachment. The proposed land belongs to the government and doesn‘t require any acquisition from private parties. 6. There are observed some shrubs which may be required to be shifting/cutting depends on the actual drawing and designs. 7. The land parcel is easily approachable through existing WBM road. Site Photographs IPS-1

2. IPS -2 1. IPS having capacity 0.66 MLD in ward no.22, Khasra No. 458 near 65

S. No Components Detail of Location and Environmental features MahupuaRapat, Dhan Mandi and Omkareshwar temple. 2. The site selected for construction of IPS in the bank of Chillar River. 3. The area of land available is 210 Sqm to construct sump cum pump house. The requirement of land to construct IPS is 210 Sq.m. Land is available with the contractor. 4. Neither forest nor any sensitive areas area exists near the proposed site. The site in general is surrounded by open space. The land is free from any type of disputes and encroachment. The proposed land belongs to the government and doesn‘t require any acquisition from private parties. 5. The proposed site is at a distance of 250m from river and 100 m from main habitation. 6. The land parcel is easily approachable through 6 m wide RCC existing road. 7. During discussions with the local masses it was found that they have no grievance regarding location of the IPS. Site Photographs

3. IPS -3 1. Third intermediate sewage Pumping Station having capacity of 3.87MLD shall be constructed (Khasra No. 249) at Ward no. 7 near Maliwada Mosque (Masjid). 2. The proposed land is in possession of the ULB and hence, no acquisition is required. 3. The area of land available is 630 Sqm to construct sump cum pump house. The requirement of land is 210 Sq.m. Land is available with the contractor. 4. The site selected for construction of IPS is with gradual slope towards the Chillar River having minimum and maximum ground level is 434.62m, 435.69m respectively against the HFL 437.25m. 5. The pump floor level will be constructed at least 1 meter above the

S. No Components Detail of Location and Environmental features HFL which may disrupt free flow of water. This is further added that IPS 2 is very small structure. The design and construction of garland drain is included in the scope of work of the contractor. 6. The proposed site is at a distance of 6m from river and 100 m from main habitation 7. The land parcel is easily approachable through existing 4 m wide RCC road. 8. The proposed land is adjacent to the Masjid boundary. Consultations have been done with the Mosque community and they have agreed to the proposal. 9. The proposed land is free from the any encroachment. Site Photographs

4. IPS -4 1. Intermediate sewage Pumping Station having capacity of 1.40 MLD shall be constructed (Khasra No. 354) at Patidar colony in ward no.01 near Nalla (Mari Mata Bag Nalla). The area also known as Mari Mata colony. 2. The area of land available is 730 Sqm to construct sump cum pump house. The requirement of land is 210 Sq.m. Land is available with the contractor. 3. Proposed land is Government Land and hence, no acquisition is required. 4. In the IPS-5 accessibility issues may occur in near future, if Builder cover the land through close campus. To ensure the accessibility right, CMO and PIU must ensure the accessibility to the work site (IPS) by providing permission to the builder. 5. The land is free from any encroachment, trees, habitations and sensitive areas. 8. The proposed site is at a distance of 750m from river and 400 m from main habitation.

S. No Components Detail of Location and Environmental features Site Photographs

5. IPS –5 1. Proposed IPS having capacity of 0.43MLD shall be constructed (Khasra No. 17) near brick kiln manufacturing unit (Eit-Bhatta) in ward no.03. 2. The area of land available is 2400 Sqm. to construct sump cum pump house. The requirement of land is 210 Sq.m. Land is available with the contractor. 3. The land parcel is easily approachable through existing road. 4. There are some trees in the land parcel which may be required to shifting/cutting depends on the actual layout of the IPS. 9. The proposed site is at a distance of 88m from river and 100 m from main habitation. Site Photographs

4.3. Physical Environmental Profile of Shajapur

4.3.1 Meteorology and Climate

The climate is tropical in Shajapur. It is generally dry except in the monsoon season. May is the hottest month with the mean daily maximum at about 45°C. The typical summer months are from April to June with temperature ranging 35- 40°C, and about 45°C in the month of May while in winter season, November to February, temperature is as low as 3°C during nights. January is the

68 coldest month of the year. The town receives highest rainfall during months of July and August. The climatic timeline of the district can be divided into five seasons as below table 4.2: Table 4-2: Climatic Pattern Seasons Months Summer April to June Monsoon July to August Post Manson September to November Winter December to February Autumn March (Source: website: Climae-data.org) During the south- west monsoon season the relative humidity generally exceeds 88% (July / August month). The rest of the year is drier. The driest part of the year is the summer season, when relative humidity is less than 33%. April is the driest month of the year. The wind velocity is higher during the pre-monsoon period as compared to post monsoon period. The maximum wind velocity is 27.0 km / hr. observed during the month of June and minimum 7.1 km/hr during the month of November. The average normal annual wind velocity of Shajapur district is 15.9 km / hr. Wind velocity remains highest in the months May-June. Wind blows mostly from the west during the south-west monsoon. In October, winds are light and variable in direction. In the winter, winds are mostly north-easterly or easterly. Westerly or north-westerly winds appear in January in the afternoons and by summer, these winds predominate.

4.3.2 Rainfall The normal annual rainfall of Shajapur District is 1020.2 mm. Shajapur district receives maximum rainfall during south – west monsoon period i.e. June to September. About 92.3% of the annual rainfall received during monsoon season. Only 7.7% of the annual rainfall takes place between October to May period. Thus, surplus water for ground water recharge is available only during the south – west monsoon period. The maximum rainfall received at Shajapur is 987.3 mm and minimum at Susner 865.4 mm. Monthly climatic data for Shajapur town is presented below in table 4.3. Table 4-3: Monthly Climatic Data for Shajapur Town

Jan Feb. Mar. April May June July Aug. Sept. Oct. Nov. Dec.

Avg. Temperature (°C) 19 21.5 25.9 30.6 33.8 31.6 27 26.3 26.6 25.4 21.5 19.3

Min. Temperature (°C) 11 12.9 17.2 22.2 26.5 25.8 23.6 23.2 22.4 18.4 13.2 11

Max. Temperature (°C) 27 30.1 34.7 39 41.2 37.4 30.5 29.4 30.8 32.5 29.9 27.6

Avg. Temperature (°F) 66.2 70.7 78.6 87.1 92.8 88.9 80.6 79.3 79.9 77.7 70.7 66.7

Min. Temperature (°F) 51.8 55.2 63.0 72.0 79.7 78.4 74.5 73.8 72.3 65.1 55.8 51.8

Jan Feb. Mar. April May June July Aug. Sept. Oct. Nov. Dec. Max. Temperature (°F) 80.6 86.2 94.5 102.2 106.2 99.3 86.9 84.9 87.4 90.5 85.8 81.7 Precipitation / Rainfall 12 1 6 1 7 95 318 291 217 30 14 4 (mm) (Source: website: Climae-data.org)

4.3.3 Air, Noise and water Environment

The data on ambient air quality monitoring and Noise level data is not available as Shajapur is monitored by the Madhya Pradesh Pollution Control Board (MPPCB).

Therefore, a rapid ambient air quality monitoring was conducted by the support agency appointed by the MPUDC, so as to establish baseline air quality for the town. The monitoring was done at three locations one near Nagar Palika Parishad, one at IPS-5 and one at STP site in the Shajapur city area. The monitoring was done on 3rd, 5th, 7th and 10th April 2018 for 24 hours. Table 4-4: Ambient Air quality of Shajapur Town

S.No AAQM Station PM 2.5 (µg/m3) NAAQ Standards, Maximum Minimum Average µg/m3 1. AAQM (Nagar Palika Parishad) 34.96 28.68 31.53 2. AAQM (STP location) 34.25 28.47 31.64 3. AAQM (IPS-5 location) 33.85 25.12 30.16 60 PM 10 (µg/m3) 1. AAQM (Nagar Palika Parishad) 62.45 53.25 57.64 2. AAQM (STP location) 57.63 51.25 54.19 3. AAQM (IPS-5 location) 52.67 44.74 48.79 100 SO ᵪ 1. AAQM (Nagar Palika Parishad) 10.91 7.21 9.68 2. AAQM (STP location) 11.98 7.85 9.48 3. AAQM (IPS-5 location) 11.54 7.45 9.38 80 NO ᵪ 1. AAQM (Nagar Palika Parishad) 19.67 14.11 17.93 2. AAQM (STP location) 20.87 13.68 17.17 3. AAQM (IPS-5 location) 20.44 13.01 16.58 80 Source: Air monitoring results

Table 4-5: Comparative Baseline and AAQM data conducted by contractor

AAQM conducted by the Contractor on 31st AAQM conducted by the Contractor on April, 2018 January, 2020 (Annexure-V) AAQM PM 10 PM 2.5 SO ᵪ NO ᵪ AAQM PM 10 PM 2.5 SO ᵪ NO ᵪ S.No Station (µg/m3) (µg/m3) (µg/m3) (µg/m3) Station (µg/m3) (µg/m3) (µg/m3) (µg/m3) AAQM AAQM 1 (STP 54.19 31.64 9.48 17.17 70.5 31.7 16.6 21.2 (STP- 1) location)

AAQM AAQM 2 48.79 30.16 9.38 16.58 76.1 27.9 16.3 21.5 (IPS-5) (STP-2) AAQM AAQM (Jyoti (Nagar 3 57.64 31.53 9.68 17.93 Nagar 80.3 42.8 19.7 23.4 Palika Lalghati Parishad) Zone-1) NAAQ NAAQ Standards, 100 60 80 80 Standards, 100 60 80 80 µg/m3 µg/m3

The comparison of the monitoring results during construction phase with the base line data shows there is slight increase in the levels of PM2.5, PM10, oxides of Sulphur and Nitrogen but overall Monitoring results shows that levels of PM2.5, PM10, oxides of Sulphur and Nitrogen are well within the National Ambient Air Quality Standards (NAAQS). It is very much lower than standards prescribed and it is not expected that construction would increase dust levels. However as precautionary measure: dust barriers, sprinkling will be adopted for high dust emitting construction areas; likewise, Noise & water quality. Noise Monitoring was done at three locations and is presented in Table 4.6 below.

Table 4-6: Ambient Noise Levels in Shajapur

S. Place Noise Level, dB Permissible Limit, dB

No. LDay LNight Day Night 1 AAQM (Nagar Palika Parishad)-commercial area 66.3 43.0 65 55 2 AAQM (STP location)- open area in residential 55.6 38.8 55 45 zone 3 AAQM (IPS-5 location)- near brick kiln 58.3 39.4 65 55 Source: Noise Monitoring results

The day time noise level was monitored in the range of 58.3 dB to 66.3 dB while in the night time it was 38.8 dB to 43.0 dB. It was found that the Noise levels were slightly higher than the standard near the Nagar Palika Office which lies in the commercial area. The noise level near STP location was also found slightly on the higher side of permissible limits. However, during night time, the noise levels were within the permissible limits National Ambient Noise level Standards (Annexure II). The comparison of the monitoring results during construction phase with the baseline data shows there is a slight increase in the levels of noise during day time but it is found well below the limit in the night time. The table of comparison is given in the table below

Table 4.7 Comparative Baseline and Noise monitoring data conducted by contractor

AAQM conducted by the Contractor on 31st January, 2020 (Annexure-5) S. Noise Level, dB Permissible Limit, dB Place No. LDay LNight Day Night 1 AAQM (STP- 1) 70.5 58.4 65 55 2 AAQM (STP-2) 68.2 62.7 55 45 3 AAQM (Jyoti Nagar Lalghati Zone-1) 71.6 57.8 65 55

Source: Noise monitoring results

In order to measure the baseline level of existing water quality and probable pollution in the storm water drain (STP outfall, receiving water body) Chillar river at STP site, Sarra, Biological oxygen demand (BOD) and Chemical oxygen demand (COD), pH, TSS etc. were tested. The BOD is 140 mg/l, COD 290 mg/l, total suspended solids 362 mg/l, total dissolved solid 870 mg/l, and total Nitrogen 34.16 mg/l were observed (Annexure XXVIII).

4.3.4 Soil The soil in Shajapur district is predominantly rich black loamy type and in some parts of the district, black cotton soil type of medium to shallow in depth is also found. The soils are of mixed type and no distinct boundary between any two types of soils is found.

(a) Black cotton Soil: - These soils are dark grey to black in color, composed of clay and are plastic & sticky in nature. These soils are fertile in nature and derived from decomposition of trapping rocks having thickness of 15 cm to 2m. These soils cover major part of the district.

(b) Lateritic soil: - These soils consist of sandy loam to clayey loam and brick red to red in colour. These soils are derived from weathered ferruginous basalt and are found around Agar and Barod blocks.

(c) Alluvium soil: -The alluvium is of mixed origin & comprises of silt & clay and admixtures of these in varying properties. The occurrence of alluvium is confined to the bank of stream and Rivers and usually 3 to 4m in thickness.

4.3.5 Topography

Shajapur is situated on the Northern Part of the Malwa Plateau. Most part of this area is hilly as it also falls under the area of Vindhyachal Ranges. The hills here are of low height and width. This area also falls in the Kucchar Area of River Chambal. Shajapur town is situated on the banks of River Chillar and is also in the vicinity of other tributaries of River Chambal like Lakhundar, Parbati, Newaj and Kalisindh. The soil typology of the town is Black Cotton Soil. The general slope of the town is in the North-Western direction. 72

4.3.6 Drainage

The town Falls in the Chambal River basin and the natural streams collect the entire storm water to Chillar River which ultimately goes on to meet Chambal. The Natural drain is sloping towards natural path of Stream and River, which enables easy disposal of storm water from the town.

4.3.7 Ecological Features -Flora and Fauna

The most widely found floral species in and near the town are: Bel (Aegle marmelos), Mahaneem (Alianthus excels), Kala Siris (Albizia odoratissima ), Neem (Azadireca indica), Kharjur (Phoenix dactylifera)Semal (Bombax ceiba), gular, (Ficus glomerata), Pipal (Ficus religiosa), dahoda, (Anogeissus latifolia), mohini (Odina wodier) biya (Pterocaps marsupian), shisham (Dalber giaralifolia), kakad (Ganga pinnatya), tendu (Diospyrestomentosa), palas (Butta frondasa), dhoban (Dalbergiapainenlate), aonla (Phylianthusindica) and khair (Acacia catlechu) Mahua (Madhuca indica), Khajur (Phoenix sylvestris), Imli (Tamarindus indica), Bahera ( Terminalia bellirica), Sissoo (Dalberigia sissoo), Kumbhi (Careyaar borea)¸cassia (Cassia siamea) and Bottle Brush (Callistemon lanceolatus). Fauna in the project area are Cat (Felis catus), Nilgai (Boselaphus tragocamelus), Bhedki (Muntiacus muntjak), Fox (Vulpes bengalensis) , Capra aegagrus hircus( domestic goat) , Bubalus bubalis ( buffallow) Canis Aureus (Jackal) , Fvacolinus Pondicerianus ( Grey Francolin) , Sciuridae ( Squirrel) , Herpestidae ( mongoose), Oryctolagus cuniculus ( Rabbit) , Ovis aries( sheep) and fishes like Labeo rohita (Rohu) , Catla catla( Catla) C.reba( Reba)

4.4. Socio-economic and social compositions The Shajapur municipal council area is divided into 29 wards. The Shajapur Municipality has population of 69,263 of which 35,623 (51.43%) are males while 33,640 (48.56%) are females as per the Census of India, 2011. Population of Children with age of 0-6 is 8570 which is 12.37 % of total population of Shajapur Female Sex Ratio is of 944 against state average of 931. Moreover, Child Sex Ratio in Shajapur is 920 compared to Madhya Pradesh state average of 918. Literacy rate of Shajapur city is 85.47 % higher than state average of 69.32 %. The percentage population of males is 51.43% and that of females is 48.56%. Shajapur Municipality has total administration over 13,066 houses to which it provides basic amenities like water and sewerage. Overall, about 51% of the population is male and about 49%is female. Further, 85% of the population is from general caste, 14% is from schedule castes and 1% is schedule tribes. Child (aged under 6 years) population of Shajapur municipality is 12%, among them 52% are boys and 48% are girls.

Most of the wards have slum population in Shajapur town. However, under ‗Prime Minister‘s Housing for All‘ scheme, all homeless and slum dwellers are being provided upfront grant-in-aid for the construction of in-situ dwelling units or the ULB is constructing houses for those who have no land piece available. Also, under Swatch Bharat Mission, each house under slum is provided with twin pit toilets as per the Government guidelines. Hence the Sewer network under 73

the proposed project is designed considering that the entire slum population shall be connected to the sewer network.

4.4.1. Industries Agriculture is the main occupation for the people of Malwa. The region is one of the biggest producers of opium for medicinal purposes. Cotton and soybean are among other important cash crops. Textile is a major industry in Shajapur; large textile industries are based in Indore, Ujjain and Nagda. Shajapur mainly has Agro based Industries in the town. This is mainly due to the abundant availability of raw materials required for the functional of these types of industries. Shajapur and Agar are main important industrial areas in Shajapur district with predominant cluster mix of basic metal, chemical products and non-metallic minerals. Some of the large-scale industries (source: city development plan) in the district include:

i) Reliable Infra Mega Projects Limited- Real Estate and Renting ii) Usk Agro India Limited- Agriculture and Allied Activities iii) Keno Industries Limited iv) Neo Treads Private Limited- Manufacturing (Metals & Chemicals, and products thereof) v) Shobhan Enterprises Private Limited- Trading vi) Senthome Treads Pvt Ltd- Manufacturing (Metals & Chemicals, and products thereof) vii) Some of other industries includes, gitti breaking, textiles, garments, dhonapattal etc. Daal plants, edible oil, seed processing, stone cutting and polishing, stone-gitti formation, paints and distemper, invertor battery, contribute over another quarter of the SSI investment in the same year

4.4.2. Religious Importance and Tourism The old fort built by Emperor Shahjahan is located on the banks of the Chiller River. What was once a mighty fortress protecting the region, is today home to the Central school of the city Nonetheless, a visit to this spot will give you a peek into Shajapur‘s illustrious past. The Karedi Mata Temple in Shajapur is believed to have been built by Karan from the epic Mahabharata. Due to its religious and mythological significance, this temple is popular among the locals and visitors. Built in the 10th century, the Raj-Rajeshwari Temple is another place of worship that is thronged by many. Other important and popular temples in the region include the Bajinath Dham in Agar, the old Muradpura Temple, the Nityanand Ashram, and the Mahadev Temple, among many others. However, there is no protected monument or structure in the Project Area

5 ANALYSIS OF ALTERNATIVES 5.1 Introduction The analysis of Alternatives is carried out to find out an option with least socio-economic and environmental consequences. The option study was conducted on available resources and data. Analysis of alternatives involves a thorough study of the possible present and future conditions in the project study area in response to a set of alternatives without the project or status quo condition. The project offers some environmental alternatives in order to facilitate the decision- making process. 5.2 Integrated sewerage scheme vs other sewerage system for Shajapur The sewer network was designed with two different options: Option 1: Complete coverage of the city with conventional network. However, in this case, the self-cleansing velocity of 0.6 m/s for the base year and ultimate year was achieved in only 25% and 27% of the sewer network, and hence this option did not seem suitable for sustainable sewer network. The less quantity of sewage resulting in non-achieving of SCV in initial stretches required flushing for cleaning of these pipelines during operation and maintenance. Moreover, in this case, the existing septic tanks need to be discarded and connections from their inlets were needed. This was also a difficult task. Option 2: Small Bore Solid Free System is another method of collecting ―solid free effluent from Septic tanks‖. However, this was not feasible because 100% of the Households in the town do not have septic tanks and some of the septic tanks are non-functioning. Thus, it is decided to have a combination of conventional sewer network and Small Bore Solid Free System. The area/ network where the self-cleansing velocity was less than 0.6m/sec was redesigned for small bore system. The total length covered with SBSFS is about 11660m length where the interceptor tanks for one house, cluster of three houses and five houses as per the availability of land. The proposed project is formulated for the collection of sewage through small bore and conventional gravity sewers and its treatment scientifically for accepted standards of effluent discharge. The scheme is framed in accordance with the guidelines given in CPHEEO Manual of Sewerage and Sewage Treatment Plant. The project is designed for small bore and conventional gravity sewers as per the ground topography. The proposed hybrid system comprising of conventional gravity sewers and SBSF sewers has 3- 5% lower CAPEX and 1-2% high OPEX. 5.2.1 Small Bore Solid Free sewer system Small bore sewer system shall be provided with interceptor tank having 24 hours of detention period. The suspended solids and sludge in the sewage generated from the households shall be settled in this interceptor tank. The settled sewage water shall be flown in small diameter sewer lines at lesser velocity upto the conventional gravity sewers. The small-bore sewer pipelines shall

75 have the diameter of 100 mm. The depth of small-bore sewer pipe is less as it required flatter slope due to less velocity requirement. The frequency of man holes has been taken as 100m c/c, as the sewage is solid free and do not require any frequent cleaning. a) Sewer Lines The small-bore sewer line shall comprise of 100mm HDPE-DWC pipe laid on design gradient as per ground topography so as to reduce excavation and road restoration.

Table 5-1: Details of proposed Small-Bore sewer line

Particulars Minimum Maximum Small bore sewer system Dia. of pipe (mm) 100 100 Velocity (m/s) (Base year flow) 0.15 3.00 Velocity (m/s) (Design year flow) 0.30 3.00 Slope (m/m) 1/1000 1/150 Cover 0.90 2.00

The details of velocities achieved in different diameters in the network for conventional and hybrid system (SBSF and conventional) is as below:

Table 5-2: Overall Shajapur Sewerage Network Velocity Analysis in as per design Small Bore Solid Free Sewer System Total Length Length with velocity 0.15 m/sec or Sno. % Length Achieving required velocity (m) More Initial (2019) Ultimate (2049) Initial (2019) Ultimate (2049) 1 35094.4 35094.4 35094.4 100% 100% Conventional Sewer system Main Trunk Sewer (Inner Dia 200 mm & above) Total Length Length with velocity 0.60 m/sec or Sno. % Length Achieving required velocity (m) More 1 14507.4 13733.6 13758.1 95% 95% Conventional Sewer system Arteries (Inner Dia 150 mm & 170 mm) Total Length Length with velocity 0.60 m/sec or Sno. % Length Achieving required velocity (m) More 1 66085.3 17871.6 23189.3 27% 35% Overall network analysis for velocity achieved Total Length Length with velocity 0.15 m/sec or Sno. % Length Achieving required velocity (m) 0.30 m/sec or More 1 115687.1 99689.8 101871.8 86% 88%

The above analysis clearly indicates that in case of Hybrid system i.e., combination of conventional sewer system with SBSF sewer system the self-cleansing velocity is achieved in more than 80% of the sewer lines including 100% in the trunk sewer and all major arteries of the network in initial year itself. Sewer lines in conventional system which have velocity less than SCV shall be flushed during O&M for generating self-cleansing velocity as suggested in CPHEEO manual and given in IS 4111 part 2.

The proposed hybrid system is selected over the conventional network due to the following reasons:

 The depth of excavation is reduced.  Self-Cleansing velocity is attained in maximum portion of the network.  This needs pipes with smaller diameter; thus, the width of excavation is reduced.  The existing system of septic tanks is used to maximum.  It is easier to work in narrow lanes. 5.3 Site Selection for the Proposed STPs and IPS

The details of the lands available in the town were obtained specially in those areas where the sewer network was too deep or at the tail ends of sewer network (as per the design). The basic objective of making this inventory was to know the government lands available (and the area of land available) so that the land acquisition is minimized; and the physical features of the land to know its suitability for the proposed component in that area. However, the outcome of this activity indicated that most of the lands in the town are privately owned and therefore, the focus was the government lands only. Detailed features of proposed location for components constructions are as follows:

Table 5-3: Suitable site for the Sewage Treatment Plant, Packaged STP and Intermediate Pumping stations

S No Components STP IPS-1 IPS-2 IPS-3 IPS-4 IPS-5 Packaged STP

Zone Zone-I Zone-I Zone-I Zone-I Zone-I Zone-I Zone-II

1. Land Area 3.02 (ha) 1570 Sqm 210 Sqm 630 Sqm. 730 Sqm. 2400 Sqm. 0.073 (ha) Available (Ha) 2 Land Requirement 1.00 (ha) 210 Sq.m. 210 Sq.m. 210 Sq.m. 210 Sq.m. 210 Sq.m. 100 Sqm 3 Khasra/ Survey No 29 247 458 249 354 17 452/5 4 Maximum GL 436.43 438.80 437.02 435.69 443.22 439.83 448.65 (a) 4 Minimum GL 433.44 437.86 436.41 434.62 441.01 439.21 447.97 (b) 5 Average GL 434.90 438.35 436.70 435.05 442.05 439.52 448.31 6 HFL 434.56 438.88 438.64 437.25 440.63 440.46 449.23

7 Location Ward No. 08, near behind Rajeshwari Ward no.22, near Ward no. 7 near ward no.01 near Nalla ward no.03 Ward No. 03, Badshah Pul, right Mata Mandir Mahupua Rapat, Maliwada Masjid. (Mari mata Bag Nalla, Golyakheda, behind Ayodhya Basti side of the road Dhan Mandi Patidar Colony) brick kiln manufacturing unit (Eit-Bhatta), 8 Slope/Drainage The general Slope The generally The generally the The proposed land The generally the land The generally the land Gradual slop of the proposed gradual slope land is found to be is generally is found to be flat. is found to be flat towards west side location for STP towards Chillar flat. gradual slop drains available construction is River towards the near the proposed 56.86m Chillar River location 9 Present Land use Vacant land and Barren Vacant Barren Vacant Vacant Vacant government Vacant government Barren Vacant under the government land. government land. government land land land government land. possession of government. .three trees observed at the proposed location. 10 Habitation The habitation more The habitation is The habitation is The habitation The habitation is The habitation is The habitation is than 500 meters about 300m away about 100 away 100 meters away approx. 400m away about 100m away about 50m away away from the from the proposed from the proposed from the proposed from the proposed site from the proposed site from the proposed proposed site. 78

S No Components STP IPS-1 IPS-2 IPS-3 IPS-4 IPS-5 Packaged STP

site site site site

11 Land Acquisition This is Government This is Government This is Government This is This is Government This is Government This is Government Land and hence, no Land and hence, no Land and hence, no Government Land Land and hence, no Land and hence, no Land and hence, no acquisition is acquisition is acquisition is and hence, no acquisition is required acquisition is required acquisition is required required required acquisition is required required

12 Communication Clear with 3 m wide Clear with 5m wide Clear with 6 m wide Clear with 4m Clear with 5m wise Clear with 3m wide Clear with 4m wide BT Road WBM Road CC Road wide CC Road CC Road CC Road CC Road

13 Ecology The land has sparse The land has sparse The land has one The land has no The proposed land is The land has sparse The proposed land vegetation & three vegetation mainly trees, depending on trees and shrubs vacant, no vegetation vegetation trees is vacant and trees which may shrubs depending the actual lay out of observed at site depending on the barren land no need cutting of trees on the actual lay out the Treatment plant. actual lay out of the vegetation observed only, depending on of the Treatment Treatment plant. at site the actual lay out of plant. the STP. Conclusion: Analysis for alternate sites and the network designs were carried out during the Feasibility Study during DPR preparation phase. The inventory of lands for STP and IPS was prepared which indicated that most of the lands were privately owned. Therefore, having very limited land alternatives, Government lands were selected. Other factors considered include: avoid excessive excavations (IPS were provided wherever the designed depths were excessive), economical designs (proposing STP far away from the town would have resulted in unnecessary increase of Pipeline length, thus increasing the capital cost as well as O&M cost).

Figure 5-5-1: Proposed STP 1 Land Parcel Map

5.4 Selection for Sewage Treatment Technology

The treatment technology has been selected based on the techno-economic and environmental feasibility of the process. The tech-economic feasibility was analysed based on thefollowing parameters:

 Degree of treatment required  Capital cost of the project  Operation & Maintenance cost  Power Requirement  Land Requirement  Ease of construction, Operation & Maintenance  Simplicity of system  Trouble free service  Proven process  Ability to absorb shock loads (Hydraulic / Organic)  Need for skilled / unskilled staff O&M  Presence / absence of nuisance potential from mosquito / fly / odor  Ease of access to components of the system for repairs and maintenance  Safety / Hazardous conditions at the plant Keeping in mind the above parameters SBR technology was selected for the proposed STP in Shajapur subproject under MPUDP. Compliance of the proposed treatment technology to the WB EHS guidelines for water and Sanitation is provided under table 5.4. However, this is further added that the bids were invited on Open Technology basis. The contractor had also opted for SBR technology.

Table 5.4: Compliance of the proposed treatment technology to the WB EHS guidelines for water and Sanitation

Unit WB EHS Guidelines for Water and Proposed sub project Sanitation Treatment Sewage treatment includes physical, chemical, SBR process which is Technology and biological processes to remove physical, proposed to be adopted chemical, and biological Contaminants. Its for this sub project, objective is to produce treated effluent and a complies to the processes solid waste or sludge that is suitable for indicated in the discharge or reuse back into the environment. guidelines. . Typically, sewage treatment involves up to three stages, called primary, secondary and tertiary (or Advanced) treatment. Sludge Following stabilization (e.g. by anaerobic In proposed sub project Disposal and digestion, thermophiles anaerobic digestion, the digested sludge will Use aerobic digestion, or extended aeration be transported to processes), the sludge can be dewatered and trenching ground at disposed of in a landfill or incinerator, or village Bhilwadiya having subject to further processing for beneficial uses. Khasra no 1110/10/1 and 672/min-2 & 673/min-2 respectively.

6 ASSESSMENT OF ANTICIPATED IMPACTS

6.1 Introduction

This Chapter identifies and discusses both positive and negative impacts associated with the proposed sub project and their mitigation measures. On the basis of screening checklist (annexure 1) and field visits and parameters provided in ESMF for Environment and Social the

Shajapur Sewerage sub project is categorized as Ea and Sc. The anticipated impacts and corresponding mitigation measures are discussed in Phases namely: design, construction, operation and maintenance Phases. Based on the magnitude and duration of the project activities and the environmental attributes of the receiving environment presented in earlier chapter on environmental setting, the nature, duration and extent of impact are assessed. Minor project impacts have also been identified and basis for their insignificance has been provided. The ESMP provides mitigation and /or environmental enhancement measures.

6.2 Environmental Impact In the proposed sewerage sub-project, direct and/or indirect impacts are anticipated during the construction phase. Table 6-1 shows the influence area considered for each component of the proposed sub project, for the purpose of this assessment.

Table 6-1: Influence area details of proposed Shajapur Sewerage Scheme

Component Impact Influence Explanation Area Area 1. STP-1 and 100 m 500m  Impact area 500 m dia of STP site covers Packaged dia vacant government land and there is no STP habitat, no noticeable aquatic life and flora & fauna present in the influence area only few trees & Shrubs have been observed at site., hence no sensitive impacts in the STPs impact area.  Proposed location of Packaged STP site is 100m away from Primary school of the State Government. However, the approach to the school is different from the approach to the site of construction of STP 2.  The proposed site has some vegetation which is mainly shrubs & three trees which may need to be cut; however, the DBO contractor will plant 500 trees in the Project Boundary. Three rows of trees will be planted by the contractor around the STP

Component Impact Influence Explanation Area Area (As per the guidelines of Central Pollution Control Board).  STPs construction works will be confined to STP site only and construction will include general activities like excavation for foundation, construction of foundations, columns, walls and roof in cement concrete and masonry, and fixing of mechanical and electrical fixtures, etc.  The contractor will be providing all facilities to the labor. A clause to this effect is included in the contract.  Detail of construction impacts & mitigation measures explained in Section 9.1  Minimum 20% of treated effluent will be reused for various purposes except washing of clothes, drinking, agriculture. The Chillar River flowing near the proposed site of the STP which will be the outfall for remaining treated effluent.  The effluent from the package STP will be discharged into adjacent nallah which is dry in most of the season and moreover acts as SWD.  Chillar River is a seasonal river which flows only during the monsoon. Seasonal vegetation as well as aquatic flora and fauna may be found in the river.  The Trenching ground which is sludge disposal facility is also coming under the influence are of STP.In general, 5 km from the project boundary has been considered as Project Influence Area  The influence area may be about 5 km at the downstream from the outfall of the STP. However, river Chillar meets River Lakhunder river at a distance of approximately 10 km from the STP

Component Impact Influence Explanation Area Area discharge point and lakhunder meets in Kalisindh at a distance of 25 km. As already stated that the Chillar river carrying raw sewage of the town, Now, the raw sewage will be tapped and treated to meet effluent parameters given in the contract (which are more stringent than CPCB standards). Thus, the quality of Chillar River will further improve and thus, it can be said that there will be positive impact on downstream whether it is flora or fauna or other uses of water.

IPS 1 to 5 50 m 100m dia  Impact area of IPS covers 50 m dia, but there is dia no sensitive area at the proposed site except for the IPS 2 which is near a Mosque.  The proposed sites have mainly shrubs.  Proposed IPS-2 location is the adjacent the boundary of Mosque. Consultations with the related community have been done. A plantation cover will be given between the IPS and Mosque. 4 Sewer 1.5 m 3 m in  Excavation along the roads, hauling of Network in each each side construction materials and operation of side of of sewer equipment on-site can cause traffic problems. sewer network Potential impact is negative but short term and network reversible by mitigation measures.  Construction activity: Earth work excavation will be undertaken by backhoe excavator with all safety measures including danger lighting and using side rails and continuous hard barricades, while sewer laying works will include laying pipes at required gradient, fixing collars, elbows, tees, bends and other fittings including conveying the material to work spot and testing for water tightness. Sufficient care will be taken while laying so that existing utilities and cables are not damaged and pipes

Component Impact Influence Explanation Area Area are not thrown into the trenches or dragged, but carefully laid in the trenches. Wherever the trenches are of beyond 2 m depth, provision for shoring and strutting is given in the BoQ so as 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 working hours will be 8 hours daily; the total duration of each stag depends on the soil condition and other local features.  Total quantity of excavation will be 322849m3 out of which 65% will be used for refilling. The hard rocks (appx 6% of the excavated quantity) may be used in constructions, if found useful. The remaining shall be used to refilling the low laying area at proposed STPs, IPS and STPs sites.  Details of construction impacts explained in section 9.3

6.3. General Impacts during Subproject Cycle Environmental and Social Impacts: Pollution abatement projects may prove beneficial for the environment and society or they may have some adverse impacts as well. Planners and decision makers have realized the importance of understanding the consequences of any such projects on both environmental and social aspects, and have started taking steps to avoid any adverse impacts. Based on the major findings obtained from the field visits and secondary data analysis, the possible environmental and social issues with reference to the proposed sewer works in Shajapur are discussed in these sections. The proposed sub-project consists of three major activities which include:

 Construction of approximately 115.687km long sewerage network including all required trunk/ branch/ lateral sewer.

 Construction of two STPs

 Construction of five nos Intermediate Pumping Station The construction activities would generally include earthworks (excavation, filling, shuttering, compacting), civil construction (sewer lines, STP, SPS, etc.).

Potential Environmental Impacts: The environmental impact of the proposed project may be categorized in two phases:

i. During the construction phase which would be temporary and short term; ii. During the operation phase which would have long term effects

The activities identified for project under each phase are:

A. Construction phase 1. Site clearing and levelling 2. Excavation and Foundation 3. Transportation of construction materials, equipment and machineries 4. Construction of STP Units and related infrastructure 5. Establishment of necessary support infrastructure such as project office, labor camp, stores, etc. B. Operation phase 1. Operation of STP 2. Disposal of treated effluent and the sludge

6.3.1 Impacts during construction phase: The impacts of construction stage activities on the various environmental parameters are examined below: Impact due to Pipe laying: Most of the impacts for pipe laying are already mitigated during design by changing the pipe laying sites to less impact areas after detail survey. Also, trenchless method is adopted for National Highway / major nallah crossings to reduce impact. The depth wise distribution of network is as under: Table 6-2: Details of depth of excavation for proposed sewer network in Shajapur

Diameter Length of Average Road of Pipe Network Depth Width 100 mm 35094.4 m 1.26 m 5 m 150 mm 64483.2 1.96 m 5 m 170 mm 1602.1 2.15 m 8 m 200 mm 4301.4 2.47 m 6 m 250 mm 2635.5 2.43 m 7 m 300 mm 1769.9 2.59 m 8 m 400 mm 3117.6 3.32 m 7 m 450 mm 957.9 2.43 m 6 m 500 mm 630.3 3.44 m 9 m 600 mm 316.5 2.36 m 6 m 87

700 mm 749.7 2.76 m 5 m 800 mm 28.6 2.85 m 5 m Total 115687.1

The table above gives the proposed depths of pipe laying. As can be seen, the designs have been made in such a manner that 94% of the pipe is to be laid to a max depth of 3.0 m. The network will be laid within center in case of most of the roads or on both sides for roads with RoW 7m or more. Since, in 95% of the network, the depths are less than 3m, all efforts have been made to minimize impact on nearby structures, if any. However, in case of depths beyond 2m, scaffolding to support the excavated and exposed soil will be provided in case of loose soils. Road cutters will be used to ascertain minimum damage to road pavements.

As can be seen from the above, the pipe alignment is not going to impact any structure or private property adversely and permanently, as the road width available is more than the trench width required for pipe laying. The locations of sewerage work such as STP and sewer network has been finalised, a. Impact on air environment Impact on air environment during the construction phase it is expected emissions from the diesel generator (s). Another source of air pollution is from materials transport through heavy vehicles to the site. These emissions are temporary in nature. Bulldozers, excavators, cranes, DG sets welding machines, trucks trailers etc. for transportation of materials will also contribute to gaseous emissions through use of diesel as a fuel. Based on the field observation from the site data and interaction/consultation with stake-holders, it is expected that the levels of suspended particulates, carbon mono-oxide (CO),

hydrocarbons and NOx (NO &NO2) is likely to increase during the construction phase mainly because of:

 Excavation, backfilling, compaction activity and movement of vehicles on un-paved roads (increases dust level)

 Vehicle exhausts from construction machinery and from light and heavy vehicles for transportation of pipes and construction material like cement, steel, aggregates etc. Use of portable diesel generators and other fuel fired machinery.

During pipeline laying the following activities cause air pollution:

 Emissions from equipment used for laying of the pipeline.  Emissions of dust during excavation of soil  The transport of construction materials and equipment and construction vehicles themselves

88 b. Noise levels

The construction activities are expected to increase the noise levels mainly due to plying of construction vehicles, pumping machines, use of portable generators, mechanical machinery such as cranes, riveting machines, hammering etc. There will be an increase in noise levels in areas situated close to the road due to movement of trucks and construction activities. Temporary impacts may especially be felt at educational facilities like schools/colleges, hospitals, cultural/religious centers including all religious institutions in the region.

However, the impact of truck movements and construction activities on noise level in residential areas situated at 50 meter and beyond from the road will be insignificant considering the excess attenuation and will be below the stipulated standard of CPCB, i.e. 55 dB(A) during day time. Increase of noise level at night may produce disturbances, causing sleeplessness in people in the vicinity of the site in case construction activity is extended into the night hours. As per the baseline environmental status, the noise levels in Shajapur are within permissible limits as the area is mostly residential and has limited commercial, and some small-scale industries. However, these can increase due to the project activities and will be temporary in nature, lasting only during the construction period.

Traffic disruption can be expected in busy areas such as Mahatma Gandhi Marg, Janta Cinema, SH-38 due to transportation of material of construction. Current noise sources at the sites of the project are merely due to natural sources. Manmade sources include traffic noise which was negligible in the project. The construction of the treatment plant will produce significant noise levels during the construction phase. During the operation phase, noise levels are not expected to exceed current baseline measurements.

Construction activities will take place across the whole project components that include Sewerage Treatment Plant, lying of sewer pipe line and outfall. In general, the impact of the construction will depend on;

 The proximity of the construction activities to noise sensitive receivers (NSRs);  The specific heavy equipment deployed; and  The length of time over which the construction works are taken.

Typical noise emissions from various construction equipment, that may be used at the project sites are summarized in table below.

Equipment Typical Sound Pressure level in dB(A) at distance 15m 240 m Air Compressor 75-89 51-63

Equipment Typical Sound Pressure level in dB(A) at distance 15m 240 m Backhoe 71-92 47-69 Compactor 72 48 Concrete Mixture 75-88 51-64 Frontloaded 72-81 48-58 Generator 72-82 48-58 Pumps 80-93 56-69 Stone Crusher 70-90 44-66 Tractors, Dozers 85-95 61-74 Trucks 78-95 54-74 Concrete Vibrators 83-93 59-69

Effective noise management protocols would be implemented wherever applicable during construction and operating phases of the life of this project. Besides this protocol measures, construction work will be limited to day time periods, thus avoiding the night time which is the most noise sensitive.

In the light of the prevailing low ambient noise levels in the area surrounding the project sites, it is inevitable that some noise disturbance will be experienced, particularly during the construction of the sewer network. Such impacts, although temporary and therefore reversible, are assessed to be negative and low to moderate significance.

The main noise sensitive receptor will be the mosque at a distance of 306m from the proposed STP. The noise will be less than approx. 51 dB of noise without any noise annotation considering maximum sound of 95dB at STP during construction period and with annotation like acoustic enclosure, provision of compound wall and enclosure of room walls as well as green belt these will be a barrier to reduce the noise level less than half of 51dB of noise. Another sensitive receptor is the habitation area starting from behind the mosque this area will have less noise effects since the distance will again increase further on moving away from the STP. The google image showing the nearest habitation is given below.

c. Impact on Land Environment

The proposed project is laying of Sewerage network and construction of sewage treatment plant. The proposed STP is in a vacant land and is a Government land. However, local land and soil may get affected during construction work as it would involve land clearing.

Normally removal of vegetation and land clearing is associated with soil erosion, however these issues are localized and associated with construction phase only. This is further clarified that construction of none of the components includes removal of vegetative cover except for cutting of a few trees (5-8) and some shrubs. Excessive debris, trash or construction remnants (e.g. dirt piles) may create problems related to drainage, unhygienic conditions and poor aesthetics. If construction materials are handled appropriately, it may affect minutely. The excess surplus will be transported to Phulkhedi near Hanuman Mandir of Shajapur town. d. Impact on Biological Environment

No natural forest has been observed in the study area. There are no notified ecological sensitive locations, migratory paths, sanctuaries, etc. within the study area. As detailed out earlier, there are no endangered flora & Fauna species in the study area. The proposed project does not envisage any destruction or displacement of any endemic floral or faunal species; hence the impact will be insignificant. The Prominent species among the flora include Terminalia tomentosa, Lagerstroemia parviflora, Adina cardifolia, Anogeissus latifolia, Emblica officinalis,Anogessius latifolia, Anogessius pendula, Boswellia serratac, Zizyphus sps., Lannea coromandelica, Tectona grandis , Azadiracta indica, Magnifera indica, Lantana camera, acasia fistula,, Zizyphus sps., Zizyphus mauritiyana Prosopis cineraria, Mimosa sps., Flacourtia indica, Commiphora wightii etc. The fauna species found in the project site are Capra aegagrus hircus( domestic goat) , Bubalus bubalis ( buffallow) Canis Aureus (Jackal) , Fvacolinus Pondicerianus ( Grey Francolin) , 91

Sciuridae ( Squirrel) , Herpestidae ( mongoose), Oryctolagus cuniculus ( Rabbit) , Ovis aries( sheep) and fishes like Labeo rohita (Rohu) , Catla catla( Catla) , Cirrhinus mrigala(Mrigal) , C.reba( Reba) etc.

As the construction activities of the Project will be land-based, direct impacts on water bodies will not arise. Nevertheless, the construction activities at the works area may generate surface run-off which may cause adverse water quality impacts if not properly controlled or mitigated. Recommendations for mitigation measures have been made, where necessary, to reduce the identified water quality impacts to an acceptable level. e. Impact on Socio-Economic Environment

All the activities to be carried out during construction and operation phases will require skilled and unskilled labor, hence creating temporary as well as permanent employment for local people. As the proposed project is located within the city limit with lot of employment opportunities, it is likely to have positive socio-cultural economic impact. The quality of life will improve for the local masses since they will get job opportunities as well as due to the construction of the proposed sewerage scheme there will be improvement in sanitation facility for the local masses. All the activities to be carried out during construction and operation phases will require skilled and unskilled labor, hence creating temporary as well as permanent employment for local people f. Impact on Occupational Health and Safety

Construction workers are likely to have injuries and hazards as the construction works unavoidably expose workers to occupational health and safety risks. The workers are also likely to be exposed to risk of accidents and injuries resulting from accidental falls and injuries from hand tools and construction equipment.

The construction of STP facilities is not going to involve the large-scale construction activities; however, all the workers will be equipped with necessary personal protective equipment (PPE) and will be trained for safety aspects to be followed during working hours. The impact of prevailing pandemic caused by COVID-19 is the reduction in the availability of labour force also the restrictions imposed during the lockdown period which in turn affected the health and safety aspects of the work force. In this regards the MPUDC has provided directions issued by the Ministry of home affairs, WHO and World Bank guidelines to the DRBO contractor and instructed to follow the safety guidelines strictly at the worksites.  Risk of accidents and injury to the public: The movement of trucks and other vehicles and machinery to and from offsite sources to the project site will pose safety risks for the communities along and around the project site. Communities near the project site may also be at risk from unsecured excavations.

 Risk from Influx of workers and migrants: Migrants who move into the project area for job opportunities may not conform to the societal norms and cultural practices and may upset the social structure of these communities.

 Risk of spread of diseases: Poorly managed construction sites, site camps, indiscriminate disposal of waste and open defecation will create unsightly conditions and may result in the spread of disease (e.g. malaria, typhoid).

 HIV/AIDS and STIs Risks: Construction workers camp give may raise to health risks associated with poor sexual practices and prostitution. g. Impact of COVID-19 with mitigation measures

Following mitigation measures will be ensured at the project site to ensure that site is safe during COVID time:

1. Contractors should ensure that contracted workers have medical insurance, covering treatment of COVID-19. 2. Expats or transient workers should adhere to national requirements and guidelines with respect to COVID-19. 3. Expats or transient workers coming from countries/regions with cases of the virus:  Should not return if displaying symptoms  Should self-isolate for 14 days following their return 4. For self-isolation, workers should be provided with a single room that is well-ventilated (i.e., with open windows and an open door). If a single room is not available for each worker, adequate space should be provided to maintain a distance of at least 1 m between workers sharing a room. Workers in isolation should limit their movements in shared space, for example through timed use of shared spaces (such as kitchens and bathrooms) with cleaning prior to and after use of the facilities. Visitors should not be allowed until the worker has shown no signs and symptoms for 14 days, and the number of staff involved in caring for those in isolation should be kept to a minimum. 5. Healthcare professionals and cleaners should visit each day (wearing the appropriate PPE and observing hygiene requirements and make appropriate arrangements for supplying food and water to the kitchens for the workers in isolation. 6. Ensure medical facilities are stocked with adequate supplies of medical PPE, as a minimum:  Gowns, aprons  Medical masks and some respirators (N95 or FFP2)  Gloves (medical, and heavy duty for cleaners)  Eye protection (goggles or face screens) 7. Medical staff at the facilities should be trained and be kept up to date on WHO advice and recommendations on the specifics of COVID19 93

8. Display appropriate warning signs (in Hindi and English) across the site; use simple graphics to convey the message. 9. Have emergency contact numbers displayed across the site. 10. Ensure that all sites are enclosed with fences / compound walls leaving no leeway for unauthorized entry; if possible, with security personnel 11. The medical staff/management should run awareness campaigns and posters on site advising workers:  how to avoid disease spread (cough/sneeze in crook of elbow; keep 1m or more away, sneeze/cough in tissue and immediately through tissue away, avoid spitting, observe good hygiene)  the need to regularly wash hands with soap and water – many times per day  to self-isolate if they think they may have come in contact with the virus  to self-isolate if they start to display any symptoms, but alert and seek medical advice 12. Wash stations should be provided regularly throughout site, with a supply of clean water, liquid soap and paper towels (for hand drying), with a waste bin (for used paper towels) that is regularly emptied. 13. Wash stations should be provided wherever there is a toilet, canteen/food and drinking water, or sleeping accommodation, at waste stations, at stores and at communal facilities. Where wash stations cannot be provided (for example at remote locations), alcohol-based hand rub should be provided. 14. Enhanced cleaning arrangements should be put in place, to include regular and deep cleaning using disinfectant of catering facilities/canteens/food/drink facilities, latrines/toilets/showers, communal areas, including door handles, floors and all surfaces that are touched regularly (ensure cleaning staff have adequate PPE when cleaning consultation rooms and facilities used to treat infected patients) 15. Other measures (such as working water sprinkling systems at crushers and stock piles, covered wagons, water suppression or surfacing of haul roads etc.) should be used for dust suppression on site before relying upon the use of dust masks (which could unnecessarily reduce the availability of N95/FFP2 masks for use by medical staff performing some duties) 16. Ensure that the designs for medical facilities also consider the collection, segregation and treatment of medical waste. 17. Projects should develop and commit to specific actions to ensure disadvantaged and vulnerable groups have effective treatment, whether in medical facilities or in the community. 18. Extra security during the shutdown period in order to keep site secure (onsite security staff to be deployed if possible / CCTV /or additional locks and alarms).

19. Conduct a walkthrough of the site including site perimeter assessment to look for access points and make them secure, 20. Close all labour camps, ensure food and sanitation and wash facility for any worker on site – ensure that Covid 19 guidelines shared by the bank are followed 21. Disinfect regular work site gates, labour camp entry, point contractor office etc. 22. Inform local police and fire force regarding temporary closure of sites and request their prompt/immediate support in case they receive any calls for support. 23. precautions to maintain the health and safety of the Contractor‘s Personnel, including identifying a focal person to deal with and handle COVID-19 cases

24. The procedure for reporting and handling COVID-19 cases.

25. Training plans /orientation to all workers and staff on COVID-19 awareness, including cough etiquette, hand washing hygiene and social distancing measures, using demonstrations and participatory methods.

26. Measures to regularly check for symptoms before allowing entry to the work site, including temperature scan using an infrared thermometer (no contact).

27. Plans for any medical waste produced during the care of ill workers which need to be collected safely in designated containers or bags and treated and disposed of following relevant requirements (e.g., Biomedical Waste Rules-2018, WHO).

28. Measures to identify and prevent a worker from an affected area or who has been in contact with an infected person from returning to the site for 14 days or (if that is not possible) isolating such worker for 14 days 29. Submit a report of actions taken for site closure along with photographs (with date and time) clearly indicated to PIU and MPUDC. MPUDC requires outbreaks of Covid 19 virus to be reported. As such, it is important that PIU, PMC, MPUDC and World Bank are informed of an outbreak on a site, and their advice taken on coordinating any responses with project management protocols. The PIU may keep teams informed of any concerns or problems associated with providing care to infected workers (if any) on sub project sites. Detailed SOPs and Monitoring formats and Checklist are attached at annexure XXII and XXIII.

COVID 19 -STRATEGIC PREPAREDNESS AND RESPONSE PLAN

MPUDC has also issued detailed Standard Operating Process (SOPs) to respond COVID-19 for all subprojects running under MPUDC, please refer appendix no. XXII and XXII.

h. Environmental sensitive areas

Based on observations and findings from field visits, interaction with government officials and consultation with local residents, an assessment of the environmentally and ecologically sensitive areas was made. The area does not have any flora and fauna components which require any special attention from conservation point of view. There is no environmental sensitive area within 10 km radius of the project. The sensitive receptors of the whole town has been attached as Annexure no. XII. It was also observed that the major land use pattern of the area is residential, with limited agricultural and no forest areas. i. Traffic Congestion

Due to the excavation work which will take place on the main roads of the city namely near Bus Stand and NH-47, there may be a disturbance in the traffic movement. People may suffer some inconvenience during the morning and evening peak hours. Traffic disruption can be expected in busy areas such as area around above-mentioned roads, due to transportation of material of construction. However, these roads are 12 to 18 m wide and hence, there will not be a complete

96 blockage of road at any point though there may be congestions. There is a bypass for NH-47 which can be used by the through traffic as well as the local commuters.

The construction activities could lead to inconvenience to public during sewer laying along commercial areas and narrow streets, or where public facilities are located. This could lead to inconvenience to access business, residential and other immediate facilities for the public and impact on livelihood due to loss of access to business. Residents may not be able to take out their vehicles from their house premises and space for parking may also be reduced. However, such impacts are likely to last for a short duration of 3 to 7 days only. j. Impact on existing utility services

The road opening activities may damage the underground water pipelines or electricity poles near the site for the proposed sub-projects. This will lead to water supply interruptions, disruption in electricity supply and will involve expensive repair costs. For sewerage works in the entire city, flooding could be an issue during the monsoons, especially in the congested regions like in and around Shajapur Main bus stand, along NH47.

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, these materials only from the quarries permitted/licensed by Mines and Geology Department. DRBO should, to the maximum extent possible, procure material from existing quarries, and creation of new quarry areas should be avoiding 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.

6.3.2. Impacts during operation phase

The impacts of operation stage activities on the various environmental parameters are examined below: a) Air Environment

As the STP does not involve any major type of unit operations releasing the gaseous emissions, hence, the impact on ambient air quality is not going to be affected.

In the SBR process, the sewage is subjected to preliminary, primary and secondary treatment along with the recirculation of treated effluent which is akin to extended aeration. By this process the bio degradable organic constituents namely complex nitrogenous, phosphorous and 97 carbonaceous matters are digested by the microbes into simple molecules and elements through nitrification and de-nitrification process ultimately this nitrogenous and carbonaceous matters are converted into gasses like nitrogen, oxygen etc.; thus there is no chance of production of methane gas in SBR process. b) Water environment

Water quality in the project area would be the most positively benefited. The probably environmental impacts related to water during operation stage may include unpredictable events such as: i. Temporary flooding of adjacent areas due to accidental leakages/bursts and due to blockages and backlogging of lines. ii. Water pollution and possibility of mixing with water supply line due to leakages/ overflows from the sewer lines iii. Impairment of receiving water quality inefficient sewage treatment process c) Noise quality

Improper handling and irregular maintenance of operating machines including pumps, generators, air diffusers, etc. may lead to increased noise pollution during operation activity. d) Sludge generation during operation

At the STP and Package STP sewage sludge will need to be removed from the active treatment plant periodically. Sludge will be dewatered and compressed through centrifuge. Most of the moisture from the sludge is taken out during this process. Centrifuged sludge will also be allowed to dry out naturally. Design includes arrangements for recirculation the leachate to the STP process. This ensures about 95% removal of E –Coli and other harmful bacteria from the effluent. Sludge shall be tested for heavy metals and other chemicals. It shall be dried on site (area to be specified for this on site). Site shall be raised, with cutoff drains (drain leachate to be taken back to STP for treatment) & shall be covered on top (for weather protection). After drying, this shall be sent in covered vehicle to trenching yard Khasra No. 41/1 which is about 750m from the STP site . This is the temporary arrangement for disposal of sludge in finally it will be transported to Bhilvadiya for final disposal (a detailed sludge disposal plan is enclosed as annexure XIX).

98 e) Impact on Occupational Health and Safety

As the operation of STP facilities involve handling and use of chemicals such as Lime, Polyelectrolyte, Urea, DAP etc. the safety of workers invites safety considerations. As the workers will be equipped with necessary personal protective equipment (PPE) and will be trained for safety aspects to be followed during working hours, the impact will be insignificant as a whole. The digested sludge will be transported to the trenching ground and village Bhilwadiya having Khasra no 1110/10/1 and 672/min-2 & 673/min-2 respectively.

6.4 Social Impacts

On the basis of project Shajapur Sewerage subproject the locations of sewerage and finalised design and drawing. The land required for the structures are in possession of Revenue department, the transfer of land to ULB has been initiated, and the possession of land will be ensured before construction of work.

I. Land Requirement Details of land identified for the construction of proposed infrastructure given in Table-6.3

Table 6-3: details of Lands for proposed components STPs and IPS

Component Sl. STP IPS-1 IPS-2 IPS-3 IPS-4 IPS-5 Packaged STP s Zone Zone-I Zone-I Zone-I Zone-I Zone-I Zone-I Zone-II

Land Area 1 3.02 (ha) 1570 Sqm 210 Sqm 630 Sqm. 730 Sqm. 2400 0.073 (ha) Available Sqm.

Land 2 1.0 (ha) 210 Sq.m. 210 Sq.m. 210 Sq.m. 210 Sq.m. 210 Sq.m. 100sqm Requirement Khasra/ 3 29 247 458 249 354 17 452/5 Survey No Maximum 4 436.43 438.8 437.02 435.69 443.22 439.83 448.65 GL Minimum 5 433.44 437.86 436.41 434.62 441.01 439.21 447.97 GL 6 HFL 434.56 438.88 438.64 437.25 440.63 440.46 449.23

ward no.01 Ward No. behind Ward no.22, Ward no. 7 Ward no.3 near village, 08, near Rajeshwari near Mahupua near village Ward No. 03, 7 Location Mahupura Badshah Mata Rapat, Dhan Maliwada Golyakhedi Ayodhya Basti Patidar Pul Mandir Mandi Masjid. EitrBhatta Colony The land required for STPs and all IPSs belongs to the government or SMC and is vacant, it is not utilised under farming or any other purposes. Moreover, there would be no loss of community assets during the construction, as noticed during site visits and interaction with the local people. Construction of all proposed structures STPs & IPS and pipelines etc. will be 99 undertaken on public land, as there is no forest or community land requirement there are no adverse impacts either on general or on any vulnerable group. The Khasra details are attached as Annexure-VI and allotment of land for the proposed components enclosed as Annex. VII and XXI (revised).

II. Impacts on Livelihood The excavation work for laying of network will lead to blockage of access to the residents as well as shops/ commercial establishments, thus, causing some trouble in operating their business during pipe line laying may occur. Screening and site visits along the road stretches through which pipes are to be laid reveal that there will be temporary disruption to ongoing commercial and vending activities. However, On the basis of final survey done by the contractor and verification done by the PIU and PMC, it was found that the vendors/kiosk will not be required to shift either temporary or permanent. Also, it is to mention that this activity does not involve any income / livelihood loss and neither Kiosks will be shifted during the construction stage. No one is permanent or temporarily impacted by the sub project. As few of street vendors are movable in nature therefore identification of them is also not possible.

The network design is done in a such a manner that no kiosk will have to be shifted and hence, no compensation is required

The work of network laying will be done in small stretches of 250m or less. Planks over the excavated portions will be provided at every 50m interval. This will enable the access to all the shopkeepers with minimum inconvenience.

The street vendors will be shifted just opposite to the road (on the other side) within the same area, and this will enable them to earn their daily livelihood without having any adverse impact on them. Moreover, works in congested commercial areas will be taken up during weekly holidays. The weekly market day will be avoided for construction. III. Impact on Existing Utility Services The road opening activities may damage the underground water pipelines or electricity poles in the vicinity of the site for the proposed sub-projects. This will lead to water supply interruptions, disruption in electricity supply and will involve expensive repair costs. Flooding of areas could also occur. With no other alternative source readily available, people have to buy water from private tanks or buy bottled water for drinking purpose till the time service is restored to normal. The provision is kept in ESMP that tankers will be provided by Shajapur Municipal Council in the disrupted areas, if any and it is the responsibility of contractor to restore the utilities as soon as possible. Core area of Shajapur town have congested lanes, as laying of sewerage pipes need depth and width, the damage of the public amenities /personally build temporary religious structure likely to be get effected. However, all such damages will be repaired / redone to its original by the contractor through the provisional sum in the contract.

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IV. Labour Influx and Child Labour The construction of civil works for which the required labour force, associated goods and services cannot be fully supplied locally for a number of reasons such as worker unavailability and lack of technical skills and capacity. In such cases, the labour force (total or partial) would need to be brought in from outside the project area from nearby municipal towns and villages and sometimes outside the state. This rapid migration of labour to the project area may affect the project area negatively in the terms of additional burden on public infrastructure such as local social and health services, utilities such as water and electricity, housing and social dynamics and thus impact on local communities. Other related issues could be increased risk of spread of communicable diseases, and increased rates of illicit behaviour and crime. Some of the adverse environmental impacts are illgal waste disposal sites, inappropriate Wastewater discharges, and camp related noise, access roads and land use issues. Such adverse impacts may get amplified by local-level low capacity to manage and absorb the incoming labor force, and specifically when civil works are carried out in, or near, vulnerable communities and in other high-risk situations. Some of the risk factors identified are (i) weak institutional capacity of the implementing agency; (ii) many contractors without strong worker management and health and safety policies; (iii) pre- existing social conflicts or tensions; (iv) weak local law enforcement, (v) prevalence of gender- based violence and social norms towards it in the community (vi) local prevalence of child and forced labour. (vii) perception of insecurity by the local community due to illicit behaviour or crimes including theft, physical assaults, substance abuse, human trafficking etc.(viii) limited availability of affordable accommodation and rents within Municipal area.

There are multiple and comprehensive Acts and Rules at both state and national level that set out the provisions for appropriate working conditions and for good labor management. However, multiplicity of laws and rules sometimes cause confusion in its applicability in a specific context. Further in case of contracted workers and Primary labour suppliers the enforcement weakens.

Hence, the development of labour management procedures and mitigation measures in the CESMP before the start of works and monitoring and updating the labour management Plan as necessary during the course of the project. MPUDC would develop a separate training module with the help of technical partner to build the capacity of PMU, PIU, Supervision Consultants and Contractors in preparation and execution of this labor management Plan.

This Labour Management Plan would address specific activities that will be undertaken to minimize the impact on the local community, including elements such as

 Communication and awareness plan on national labour and women harassment laws and its penal implications, leave provisions and other allowances for workers benefit,

 Worker codes of conduct with respect to manual scavenging, engagement with local residents, child labour, non-discrimination, harassment of co-workers including women

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and those belonging to SC and STs and other minority social groups.(may refer Annexure XXXI)

 Training programs on HIV/AIDS and other communicable diseases, etc.

 Workers‘ Camp Management Plan addressing specific aspects of the establishment and operation of workers‘ camps provided the ULB is unable to cater to the demand for affordable housing for this additional workforce in terms of rentals, hostels, apartments etc.

 Complaint handling Mechanism for Shajapur Sewerage Scheme.

The responsibility for managing these adverse impacts is being clearly reflected as a contractual obligation of the civil works contractor and supervision consultant, with appropriate mechanisms for addressing non-compliance. A detailed labour management procedure (LMP) and health and safety guidelines for the construction site are enclosed as annexure XXV and XXVI.

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7 Stakeholders / Public Consultation

7.1. Background

Stakeholder consultations are useful for gathering environmental as well as socio-economic data, understanding likely impacts, determining community and individual preferences, selecting project alternatives and designing viable and sustainable mitigation measures and compensation plans for the proposed project. Extensive public consultation meetings for the Shajapur Sewerage subproject were carried out as part of the ESA study. The main objective for the consultations was to involve the community at the very early stages so as to identify likely negative impacts and find ways to minimize negative impacts and enhance positive impacts of the project.

7.2. Objectives of the Public Consultations

The overall goal of the consultation process was to disseminate project information and to incorporate the views of the project beneficiaries and Project Affected Persons (PAPs) in the design of the mitigation measures and management plan. The specific aims of the consultation process are to:

 Provide clear and accurate information about the project to the beneficiary community;  Obtain the main concerns and perceptions of the population and their representatives regarding the project;  Obtain opinions and suggestions from the likely affected communities on their preferred mitigation measures; and  Identify local leaders with whom further dialogue can be continued in subsequent stages of the project.  Improve project design and, thereby, minimize conflicts and delays in implementation;  Facilitate the development of appropriate and acceptable entitlement options;  Increase long term project sustainability and ownership Stakeholders / Public consultation and sensitization meetings were held within selected wards of the project area during July, 2016, September, 2016 and 12th to 14th April, 2018 at ward no. 3, Ward no 7 & Ward 22 and August, 2018 at Shajapur ULB office where local administration and the elected representatives of the municipality were present. A total number of 14 meetings were held as shown in Table-7.1 with community members. The key findings of these meetings are presented in Table-7.2. Representation of all categories and different income level groups in these meetings were also ensured.

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Table 7-1: Public Consultation Meetings during ESA Preparation

S. No. Venue Participants Male Female Total Consultation during DPR Preparation (July 2016) 1 Near Aaganwadi Kendra, Ward No. 11 11 6 17 2 Bada Mohalla, Ward No. 12 18 0 18 Consultation during ESA Preparation (September 2016) 3 Ward No. 22 10 1 11 4 Nagar palika Office 14 0 14 35 Ward No. 2 1 13 14 6 Ward No. 12 16 0 16 7 Ward No. 15 8 5 13 Consultation after Draft ESA (April 2018 & August 2018) 8 WARD no 3, Behind Udyog office near AddimJati 8 8 16 Kalyan VibhagPrarisar 9 Ward No 7 Near Malivada Masjid2018 6 1 7 10 Ward no 22 DhanMandi near Govt School 10 2 12 11 Ward No 3 Near Govt Primary School 2 - 2 12 Shajapur ULB office 1 12 13 13 Patidar Colony Mahupura Village (IPS-4) Ward no.1 07 03 10

14 GolyaKhedi (IPS-5) Ward no.3 09 02 11 Total 27 23 50 The photographs of Public Consultation are enclosed as Annexure-VIII.

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Table 7-2: Public Consultation Details

S. Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants No 1 3 Behind 14.4.2018 Local Project Background, details, Generally, participants welcomed the Udyog Residents, Environmental, Social, traffic project; some showed disagreement as office (near Shopkeepers safety issue, problems and benefit they have their household toilets based Adim Jati and from the project were explained to on septic tanks. The main suggestion Kalyan Public the Stakeholders with ward of participants was: VibhagPar representative members and residents of  Regarding connection with isar) of Ward- 3 different wards. chamber, they will take sewerage  Duration of the project connection only when they get  Project details like proposed sufficient water throughout the components of the project year.   Community showed concern on  Employment generation the tariff and sewerage connection during the project charges. implementation  Proper traffic management  Wards is not having sewer should be adopted during the network. project implementation.  Existing Household toilets  Works should be carryout in the mainly based on Septic tanks. stretches.  Sewage flows through open  Wanted to implement water nallah in the city. supply scheme in the town before  Consultation Team informed sewerage scheme. that connection of existing  Local labor should be given toilets with the sewer line will preference during the project be laid. implementation 2 07 Near 14.4.201 Local Residents, The Project Background, details, The main suggestion of participants Maliwada 8 And public Environmental, Social, traffic was: 105

S. Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants No Masjid representative safety issues and benefits from the • Project welcomed by the people as of ward 07 project were explained to the this ward is facing open defecation Total =7 Stakeholders. problem too.  Project proposed components • Showed concerns of connection details charges and monthly tariff for  Project duration and maintenance of sewer line. implementation • Peoples also demanded for proper  Consultant Team raised the traffic signage for speed limits for issue for connection existing minimizing the accident toilets with the sewer line will • Locals should be given preference in be laid. the employment during the project  Proper safety measures shall be implementation adopted during project implementation.  For Safety of Local Traffic as well as to reduce the traffic congestion during implementation with the help of local traffic police. 3 22 Dhan 12.04.18 Local Residents, Project Background, details People welcomed the project, some, Mandi And public Environmental, Social, traffic who have their household toilets based Near Govt representative safety issue and benefit from the on septic tanks, showed disagreement. School of ward 22 project were explained to the The main suggestion of participants Total =12, Stakeholders. was:  Avoid damaged to public  For Safety of Local traffic and utilities and structures pedestrian in Built-up Zone, footpath coming under the alignment. should be provided.  Community gave suggestions 106

S. Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants No  Damage restoration remain regarding connection with the part of contractor chamber. They will take  Consultants Team raise the connection only when they get issue for the connections with sufficient water throughout the sewer network and for proper year. operation and maintenance of  Community showed concern on system for 30 years the tariff and connection charges.  People suggested not imposing charges immediately after connection. They were of the view that once the system start working and people are convinced only then they will be ready to pay. 94 03 Near Govt 12.04.18 Local Residents, Project Background, details, The local ward residents showed Primary And public environmental and social, traffic discontent who have their household School representative safety issue and benefit from the toilets based on septic tanks. The main of ward 3 project were explained to the suggestion of participants was: Total =2, Stakeholders.  Community gave suggestion  People from village were regarding connection with found enthusiastic and assured chamber. their full cooperation during  People will take sewerage implementation of the said connection only when they get project. sufficient water throughout the  Adverse effect of flowing year. sewer into the open nallah of  Community showed concern on city is an issue of concern. the tariff and sewerage connection

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S. Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants No  Connection of existing toilets charges. with the sewer line will be a  Peoples also demanded for proper basic problem for the traffic signage for speed limits for residents. minimizing the accident  Community showed concern, that the  People asked for Connection damage to public utilities or structure charges to sewer network. shall be restored immediately as their experience is that once the pipe laying is over, the restoration work is neglected. 5 Shajapur Nagar 12.04.18 Local Residents, Project scheme details, and issues The main suggestions of the ULB Palika And public related to environmental and participants were: office Parishad Representative, social concerns and benefits from  Provision of Drain in Built-up

office ULB officials, the project were explained to the Section to eliminate the issue of Shajapur MPUDC stakeholders. road side water-logging; officials & PMC  Women folk were of the opinion  They mentioned that they will be officials that the scheme is good, acting as the best communicators

Total =13, provided it is implemented with provided; they get chance for the

good zeal same during implementation of the  Consultants‘ team informed that project.

existing toilets will be connected  For Safety of Local traffic and to the sewer line proposed under pedestrian in Built-up Zone,

fencing should be provided; and this scheme.  Road Side water logging due to  Adequate provision for minimizing implementation. the Dust and Noise Pollution

 Noise and dust Pollution during during construction.

construction and after  People who can afford be taken construction. hiked water tariff gave consent,  Safety of Local traffic and but those are from low income

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S. Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants No pedestrians in Built-up Zone group reacted on this issue and demanded subsidy 6. Ward Golyakhed 28.8.18 Local Residents, Project Background, details, The main suggestion of participants no.1 i (IPS- 5) And public environmental and social, traffic was: Representative safety issue and benefit from the  Community gave suggestion officials, project were explained to the regarding connection with MPUDC Stakeholders. chamber. officials & PMC  People from different  People will take sewerage officials localities of Shajapur Nagar connection only when they get Palika were found enthusiastic sufficient water throughout the and assured their full year. cooperation during  Community showed concern, that implementation of the said the damage to public utilities or project. structure shall be restored  Adverse effect of flowing immediately as their experience is sewer into the open nallah of that once the pipe laying is over, city is an issue of concern. the restoration work is neglected  Connection of existing toilets with the sewer line will be a basic problem for the residents.

7. Ward Patidar 29.8.19 Local Residents, Project Background, details, The main suggestion of participants no.1 colony And public environmental and social, traffic was: (IPS- 5) Representative safety issue and benefit from the  People were concerned about officials, project were explained to the their blockage of access but the MPUDC Stakeholders. team assured that there will be officials & PMC  People from Patidar colony least disturbance to the local 109

S. Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants No officials and nearby localities of this masses and also mentioned area were found enthusiastic necessary steps will be taken and assured their full through ESMP cooperation during  Wanted to implement water supply implementation of the said scheme in the town before sewerage project. scheme.  Adverse effect of flowing  People will take sewerage sewer into the open nallah of connection only when they get city is an issue of concern. sufficient water throughout the  Connection of existing toilets year. with the sewer line will be a  Community showed concern, that basic problem for the the damage to public utilities or residents. structure shall be restored immediately as their experience is that once the pipe laying is over, the restoration work is neglected

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7.2.1. Key Recommendations Key Recommendations of stakeholders‘ consultations are summarized below:  Traffic management should be planned well in advance of implementation, peoples should be informed prior to start of the works  Labor from the local community should be engaged in project implementation  Excavation work should be carried out in small stretches, so as to cause least disturbance to the local public  Community showed the concern about absence of sewerage system in the town leading to sludge and stagnant pools of wastewater which is visibly disturbing and lead to pollution and mosquito menace, causing many health problems, thus, welcomed the efforts of ULB.  Infiltration of rainwater into the sewerage lines in most of the areas and absence of segregated sewerage and storm water drains cause problems, especially during the monsoons this has to be addressed properly.  Physical relocation and resettlement should be minimized. Efforts should be made to prevent loss of access to livelihood activities.  The participants emphasized the provision of diversions and aligning the way in the interest of community safety and environmental protection, repeatedly.  Special care is needed in case of any structure comes in the alignment like removal or shifting the sacred trees, religious places and other places of cultural and historical significance.  Proper safety measures should be ensured during the project implantation  People were concerned about the connection inside the property.  Efforts should be made to prevent loss of access to livelihood activities.  Safety is an important issue especially for children, women and cattle and therefore utmost safety measures must be provided during civil construction works because the depth of trench may exceed 2 meters.

7.2.2. Outcome of Women’s Participation During the meetings. The participation of the women‘s group was ensured by conducting two focused group discussions especially with women in slums of the project area. Some of their specific concerns are summarized below:  Women folk were of the opinion that the scheme is good, provided it is implemented with good zeal  Women from slums are interested to work during the project implementation  Women discussed many health issues & unhygienic environment for their families  Women gave consent of construction of individual toilet through Swachchh Bharat mission and connect it to sewer line

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7.3 Incorporation of Public Concerns in the Design

Detailed information was provided to stakeholders about the changes, and incorporation of public concern in the designs was also ensured. Key public concerns and solutions are as followings;  The networkk design is done in such a manner that maximum depth of excavation in the town is restricted to 5m. This will make the working more feasible (as the working space required will be less) in narrow streets.  Details from various stakeholders (having underground utilities) is being obtained so that damage to underground utilities specially water supply network, is restricted to minimum extent.  Land for STP, IPS-4 and IPS-5 conceived in DPR is changed due to public concerns.  The work of laying network will be done in small stretches of 100 to 250 m and planks at every 50 m will be kept over the excavated portions so that maximum access is provided to the houses and shops etc without affecting their daily routines.

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8. CONTRACTOR’S ROLE IN GRIEVANCE REDRESSAL MECHANISM

As per the contract, setting up of Grievance Redressal cell i.e. provision of computer etc. is within the scope of work of contractor. Complaints will be received in various manner as under:  Drop Boxes (at ULB office, Site office, Bus stand etc)  In the office of contractor or ULB or PIU  Through email and phone ( phone number will be given in GRC box)  CM helpline Contractor‘s services are aligned to the project GRM and that the Contractor has adequate mechanisms to ensure that any complaint received by the contractor is recorded, addressed (if it is within the scope of the contractor to address the same), information forwarded to the GRC, etc. and complaint is closed. Contractor is obligated to provide information that is required by the PIU to ensure smooth functioning of the project GRM. Major type of grievances along with their timelines for resolution is as follows: Nature of Complaint Duration to attend Accident Immediate Site safety traffic signage etc. Within 5 hrs to 2 days Road restoration To be decided in discussion with PIU/ULB (max. 7 days in case of pipe is laid or tested) Utility breakage viz water pipeline, Within 1-2 days telephone line, electric line etc. Quality related PIU to decide Labour related issues Max. 7 days Others To be decided by PIU depending upon the severity of grievance. Sincere efforts will be made to resolve grievances through participatory process with the community and the respective ULBs, within time limit. Closure of the Complaint After the receipt of complaint, the contractor will resolve the grievance within the specified time limit. However, if the issue is not resolved within time or in case the timeline given is not adequate in opinion of contractor; he will inform the PIU accordingly. In such case, the contractor will also consult with PIU to arrive at an agreed timeline. This will also be recorded. After the completion of work on contractor‘s part, he will inform the PIU & PMC official who will further reconcile with the aggrieved telephonically and record whether the grievance is satisfactorily resolved. The format for Grievance Redressal Format for the complaints received is appended in Annexure XXIV. 113

9. ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN

9.1 Overview

Environmental and Social Management Plan is outlined in Table 9.1.

Table 9-1: Environmental and Social Management Plan (ESMP)

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency Sewerage and Sanitation Investments A. Design and Development Phase Sewerage Accidental  Flooding of the nearby areas due Temporary  Designing sewers with adequate PMU and System leakages/ to accidental burst or leakage of capacity and flow velocity Design bursts sewers consultant Construction Sources of Extraction of materials can disrupt Temporary  Prioritize sites already permitted by DBO Materials Materials natural land contours and the Department of Mines and Contractor to vegetation resulting in accelerated Geology prepare list of erosion, disturbance in natural  If other sites are necessary, inform approved drainage patterns, ponding and construction contractor that it is quarry sites water logging, and water pollution their responsibility to verify the and sources of suitability of all material sources materials with and to obtain the approval of PMU. the approval The materials for the construction of PIU will be sourced from Govt approved quarries only. It will be the construction contractor‘s responsibility to verify the suitability of all material sources and to obtain the approval of

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Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency Department of Mines & Geology and local revenue administration.  If additional quarries will be required after construction is started, inform construction contractor to obtain a written approval from PIU. Sewage  Treated  Pollution of receiving water Temporary  The treated wastewater discharge DBO Treatment water body (Chillar River) or land due from the sewage treatment plant will Contractor / Plants disposal to inefficient treatment or non- comply with the standards set by PMU into Chillar operation of STP MPUDC (given in annexure IV) river which are more stringent to the standards of MoEF&CC  Selection of best available sewage treatment technology with High BOD removal efficiency.  Ensuring development and compliance to standard operation and maintenance practices.  Provision of effective screening at inlet of STP for removal of grit, fine particles, plastics and other suspended solids  Provision of effective separation and controlled disposal of digested sludge  Provision of green belt (detailed action plan is enclosed as annex. XVIII will be developed around the STP site as per the guidelines of Central Pollution Control Board. 115

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency Selection of shrubs, Trees to be planted in 3 rows along the STP would be done keeping in view the local species available in the sub project area which will be useful for absorption of air pollutants.All designs shall consider ground stability and structural designs shall take into account stability and support required and even all capability to withstand disasters. STP  Discharge of untreated sewage Temporary  Provision of adequate holding DBO Breakdown leading River pollution. capacity adequate for storage of Contractor / sewage to prevent flow of untreated PMU sewage to River. Flooding  Rain water may flood the STP Temporary  Land identified for construction is DBO due to rain area in absence of adequate flat having a gradual slope towards Contractor / water run provision of diverting rain Chillar River for STPs and IPS. PMU off water flow towards STP and  Proposed structure will be raised IPS from periphery area. above HFL  The IPS is constructed at a raised level above the HFL.  All electric supply lines, works panels, chlorine/ chemical / material storage will be above HFL Sludge  Disposal of sludge leading to Permanent The settled sludge coming out from DBO disposal contamination of land and the sewage treatment plant, Septic Contractor / water. tanks etc. will be carried out in to the PMU sludge draying beds proposed in the vicinity of the STP site. The digested 116

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency sludge will be transported to the trenching ground and village Bhilwadiya having Khasra no 1110/10/1 and 672/min-2 & 673/min- 2 respectively. Provision  Accidents leading to injury Permanent  Ensure adequate provision of DBO for safety of or death of workers Handrails on both sides of Contractor / workers (Fall of workers from Height, walkways close to deeper tanks and PMU and safe Fall into deep water tanks, STPs; operation of Short Circuiting)  All electric switches (including unit STPs  Accidental slip, trip and fall in specific on-off switches installed at walk ways or work areas respective units) and panels should  Fire have adequate protection from rain  Exposure to toxic gas such as water to prevent short circuiting chlorine  Proper earthling with installation of earth circuit breakers shall be made  Walk ways designs shall be made with proper slope to avoid accumulation of rain water.  Material handling and storage shall be so designed that walk way surface remains free from wet or oil surface situation to prevent slips, trip or fall accidents.  Prepare emergency preparedness plan including identification of assembly area in case of fire. (Please refer Annexure XXX)  Detailed sludge disposal action plan is enclosed as annexure XIX 117

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency Sewage Pumping of  Noise and odor nuisance to Permanent  Selection of appropriate location PMU and Pumping Station sewage from surrounding areas. away from sensitive locations such Design District SPSs as schools and hospitals. However, consultant to STP if appropriate location is not available then extra precautions can be taken.  Ensure that the pumping station is provided with a noise barrier and adequate green belt around the pumping stations.  Ensure that odor removing measures has been taken care during design and construction of IPS/SPS.  Use of less noise generating equipment with regular maintenance.  Tree plantation around SPS as per the guidelines of central Pollution Control Board.  All designs shall consider ground stability and structural designs shall take into account stability and support required. Even all capability to withstand disasters.  Standby arrangements for critical equipment, facilities involved in this sewage system Cultural  Damage to historical monuments  All the rules prescribed by DBO resources and chance finds Government/ASI will be followed Contractor / (protocol) by the construction PMU 118

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency contractors in conducting any excavation work, to ensure that any chance finds are recognized and measures are taken to ensure they are protected and conserved. This should involve:  Conduct awareness training to contractor & supervision staff prior to start of excavation  Stopping work immediately to allow further investigation if any finds are suspected; Consents,  Failure to obtain necessary consents, a. Ensure all permits, clearances DRBO Contractor permits, permits, NOCs, etc. can result to required before start of work – / PMU clearances, design revisions and/or stoppage of incl trees, land, CTE, NoCs, DG NOCs, etc. works Set, labour licences, labour camp design final sign off from Engineer etc., Construction debris disposal permit. b. The consent conditions are to be followed. These are to be included/updated those in c- esmp. c. Save trees & environmental features – if applicable through design optimization/adjustments– for all facilities – including STP, manholes, IPS, sewer lines etc. Strip mapping, Utility relocation 119

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency plan; provide advance notice to people, depts d. Provide Temporary diversions required to Traffic Authorities; get approved e. Baseline monitoring at key sites f. Permits for disposing treated wastewater & PCB consent g. Permit for storage of construction /other material. If Hazardous waste stored; get PCB permission h. Prepare emergency plan, contingency arrangement i. Follow proper chance find procedure: site in charge to inform responsible authority in the district on archaeological chance find and restrict further access to site j. Detailed sheet of consent/permission required in the project is enclosed as annexure XVII. Utilities  Telephone lines , electric poles a. Identify and include locations Utilities and wires, waterlines within and operators of these utilities in proposed project area. the detailed design documents to prevent unnecessary disruption of services during construction phase; and

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Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency b. Require Construction contractors to prepare a contingency plan to include actions to be taken in case of unintentional interruption of services. c. Concerned authorities should be informed and their assistance sought to remove, relocate and restore services of these utilities prior to commencement of construction. B. Construction phase STP Excavation Loss of top soil due to excavation Temporary  Excavation shall be planned in such  Contractor activities. a manner that no damage occurs to  PMU existing structures, if any.  PMC  Top soil should be separately stockpiled and utilized for vegetation process and green belt development or landscaping after completion of work.  As per instruction of ULB, the excess soil/waste to be transported in the Phulkhedi near Hanuman Temple, Shajapur to fill previously excavated areas or low-lying areas; and remaining will be disposed at trenching ground site as per characteristics of waste.  The excess earth while transporting 121

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency by vehicles to the disposal site should be covered properly and also water will be sprinkled to make it wet.  All the unwanted material like plastic, sacks, muck should be separated from the excavated earth prior to disposal and the wastes shall be sent for proper SWM. Construction waste Temporary  All the associated construction  Contractor waste should be properly managed  PMU by storing (within designated areas  PMC & with cover to prevent dust) and disposing off at suitable refusal site as given in bid document or as approved by PIU engineer. Stockpiles to be done in high areas to avoid flow in storm water run-off channels and erosion; Any hazardous / electronic waste material (e.g.: asbestos, electric panels/cables) will be suitably disposed as suggested by applicable guidelines.  The C& D waste will be disposed off as per the C&D Waste Rules, 2016 and C&D Guide lines of CPCB. Sewerage Excavation, Damage to underground utilities Temporary  Review all available drawings,  Contractor (laying of cutting, back like water, gas line, electricity and notes, and information on the  PIU 122

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency sewers) filling and telephone conduits etc. due to existing underground lines and  PMC compaction construction activities. structures in determining the operations location of the existing facilities.  Concerned authorities should be informed and their assistance sought to remove, relocate and restore services of these utilities prior to commencement of construction.  Underground utilities encountered in excavating trenches carefully shall be supported, maintained and protected from injury or interruption of service until backfill is complete and settlement has taken place.  Minimize time for replacement operations; and appropriate scheduling as necessary especially for water supply line.  The contractor will ensure laying of sewer line 0.6m distance from water supply pipe line. Socio-Economic – Income Temporary  Inform all businesses and residents  Contractor about the nature and duration of any  PIU work well in advance so that they  PMC can make necessary preparations;  Do not block any access; leave spaces for access between barricades/mounds of excavated soil and other stored materials and machinery, and providing 123

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency footbridges so that people can crossover open trenches  Barricade the construction area and regulate movement of people and vehicles in the vicinity, and maintain the surroundings safely with proper direction boards, lighting and security personnel – people should feel safe to move around  Control dust generation  Immediately consolidate the backfilled soil and restore the road surface; this will also avoid any business loss due to dust and access inconvenience of construction work.  Employee best construction practices, speed up construction work with better equipment, increase workforce, etc., in the areas with predominantly commercial, and with sensitive features like hospitals, and schools;  Consult businesses regarding operating hours and factoring this in work schedules; and Accidents/ damages due to erosion/ Temporary  Maintaining the excavation by  Contractor sliding of vertical sides of Shoring trench sides by placing  PIU excavated trenches while places sheeting, steel shores, trench jacks,  PMC the pipes bracing, sheet piling materials to 124

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency resist pressures surrounding the excavation as per C.P.W.D. Specification Volume 2 (2009)  Exposed surface will be resurfaced and stabilized by making the sloping sides of trench to the angle of repose at which the soil will remain safely at rest. Dust Generation due to excavation, Temporary  Dust levels in sewerage project town  Contractor cutting, back filling and are within the permissible limits,  PMC compaction operations further this construction activity may increase the dust causing nuisance to local residents and vendors.  Dust is generated due to the disturbance of soil and roadways. It is recommended to minimize dust generated by wetting all areas and stockpiles with water twice a day, Water tankers will carry the water and laborers will spray on the dusted land  Additionally, it is recommended to wet and cover excavated material transported by trucks. Noise and vibration disturbances to Temporary  Construction should not be carried  Contractor residents and businesses out in the nights  PIU  Construction activities to be  PMC carried out in day time with prior intimation to local residents and 125

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency shopkeepers.  Vehicles to be equipped with mufflers recommended by the vehicle manufacturer.  Staging to be provided in construction equipment with high vibration levels and unnecessary idling of equipment within noise sensitive areas to be avoided whenever possible.  Operators of heavy machinery and workers in near vicinity will be provided with ear plugs and other protective measures to minimize exposure to high noise level.  Notification will be given to residents within 300 feet (about 90 to 100 m) of major noise generating activities including abatement measures to be implemented.  Daily Monitoring of noise levels through handheld meter shall be conducted at all construction sites of the project. In case of exceeding of pre-determined acceptable noise levels by the machinery will require the contractor(s) to stop work and remedy the situation prior to continuing construction. 126

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency  Use of low noise and vibrating equipment (such as enclosed generators with mufflers, instruments with built in vibration dampening and improved exhaust), to meet standards as prescribed by CPCB.  Provision of PPE for construction workers.  Provision of noise barriers densely inhabited areas and near sensitive zones like hospitals, schools, etc.  Maximum permissible sound pressure level shall be 75 dB(A) at a distance of 1.5 m from the source.  Exposure to labor shall be as per the maximum exposure periods specified by OSHA as specified below: Maximum Unprotected equivalent exposure period continuous per day for 8 noise level hrs/day and 5 dB(A) days/week 90 8 95 4 100 2 105 1 110 ½ 127

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency 115 ¼ 120 No exposure permitted at or above this level  Noise from the DG sets shall be controlled by providing an acoustic enclosure.  Acoustic enclosure/acoustic treatment of the room shall be designed for minimum 25 dB(A) Insertion Loss or for meeting the ambient noise standards, whichever is on the higher side.  DG set shall also be provided with proper exhaust muffler to attenuate noise level by at-least 25 dB(A).  Efforts will be made to bring down the noise levels due to the DG set, outside its premises, within the ambient noise requirements by proper siting and control measures.  A proper routine and preventive maintenance procedure for the DG set shall be formulated and followed in consultation with the DG set manufacturer which would help prevent noise levels of the DG set from deteriorating with use.  Install portable barriers to shield 128

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency compressors and other small stationary equipment where necessary;  Use of quiet equipment (i.e. equipment designed with noise control elements);  Limit pickup trucks and other small equipment to a minimum idling time and observe a common-sense approach to vehicle use, and encourage workers to shut off vehicle engines whenever possible;  Provision of appropriate personnel protective equipment;  Construct mainly during the day;  Consider labor-based construction methodologies Temporary flooding due to Temporary  Ensure that excavated soil material is  Contractor excavation during monsoons or stored on the higher lying areas of  PIU blockage of surface drains the site and not in any storm water  PMC run-off channels or any other areas where it is likely to cause sediment deposits or where water would naturally accumulate causing flooding.  The areas where excavated soil will be stockpiled must be covered completely, protected by strong berms to prevent soil run off due to 129

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency rain.  Excess soil should be transported to dumping location within 24 hours of completion of task in vehicles which shall be covered to prevent dust dispersal. Traffic inconvenience (emissions, Temporary  Since most of the roads in the project  Contractor congestions, longer travel times, area are narrow there will be traffic  PIU blockage of access) congestion, hence alternate traffic  PMC routing must be adopted in consultation with concerned traffic police authorities. This plan shall be prepared at least 3 days before commencement of work at a particular street and the information on the alternate route shall be shared with the local community at least a day in advance. Information signs clearly displaying the alternate route should be displayed at the construction site throughout the construction period.  Traffic diversions will have some adverse impact on trade and commerce, hence works at business and market area must be completed earlier.  Care should be taken to minimize congestion and negative impacts at schools and hospitals  Provide temporary crossing/ bridges 130

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency to facilitate movement of local people.  Construction works at business and market area must be completed earlier to minimize business loss. Timings and special adjustments (considering market timings, festivals, any other local aspect) shall be discussed and agreed with stakeholders. Alternate traffic routing to be adopted in consultation with traffic police authorities.  Traffic control & flag man will be ensured at School, hospital areas during sewer network laying Settlement of backfilled area after Temporary  The backfilling material shall be free  Contractor construction from petroleum products, slag,  PIU cinders, ashes and rubbish, or other  PMC material.  Backfilling activity should follow the construction schedule, as recommended by the DPR, which estimates that a 1 km stretch of construction work is to be completed in approximately 3 days.  Proper compaction as per the soil condition and retain the original level/ alignment and grade as it was before the work commenced. Spillage of fuel and oil Temporary  Store tanks and drums with metal  Contractor 131

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency trays at the bottom.; ensure no  PIU spillage of into soils or drains;  PMC enforce adequate equipment maintenance procedures  Excess soil and used oil should be sold / given to authorized vendors .  Care to be taken to store fuel and oil (if required) at a place away from any drainage channel/nalla; forbid pouring into soils or drains; enforce adequate equipment maintenance procedures. Storage vessels shall be of excess capacity than the quantity to be stored to prevent overflow. Preferably to be stored in drums mounted on a concrete paved platform. Any spillage of oil is to be checked. Permissions shall be taken to store fuels. Sewage Excavation Damage to topsoil due to Temporary  To prevent excessive disturbance of  Contractor pumping station excavation activities. natural vegetation, the top soil  PIU excavated should be utilized for  PMC vegetation.  Topsoil and subsoil must be placed on opposite sides of the trench and must be kept separate throughout construction and rehabilitation. Construction waste Temporary  All the associated construction  Contractor waste should be properly managed  PIU by storing and disposing off at  PMC identified refusal sites. 132

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency Soil erosion during excavation/ Temporary  All the associated construction  Contractor filling operation (while waste should be properly managed  PIU constructing foundation of by storing and disposing off at  PMC structure) suitable refusal site as given in bid document or as approved by PIU engineer.  The C& D waste will be disposed off as per the C&D Waste Rules, 2016 and C&D Guide lines of CPCB Dust Generation due to Temporary  Excavated material transported by  Contractor construction activities trucks will be covered and/or wetted  PIU to prevent dust nuisance.  PMC  Suppressing dust generation by spraying water on stockpiles General: Air Air pollution due to particulate Temporary  All construction sites (sewer  Contractor Environment matter emissions from excavation, network, pumping stations, STP  PIU due to all construction material handling, sites) and project facilities (project  PMC construction transportation of materials office, labor camps, stores, etc.) activities shall be isolated with hard barricading of at least 3 m height,  Warning ribbons, poly sheets and other unsafe measures shall not be provided.  All the barricades should be provided with warning lights that can be operated at night.  Sprinkling of water at regular intervals to control dust especially places where soil is stockpiled. 133

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency  Preventive maintenance of construction equipment and vehicles to meet emission standards  A green belt shall be developed around the STPs and IPSs site. Selection of shrubs, Trees to be planted in 3 rows along the STP would be done keeping in view the local species available in the sub project area which will be useful for absorption of pollutants responsible for creating air pollution.  Detailed action plan on green belt is enclosed as annexure XVIII. General: Noise Noise hazards Temporary  Noise attenuation with sound proof  Contractor Environment insulation for noise generation  PIU due to all sources like pumps, generators or  PMC construction using less noise making equipment activities  Proper maintenance of construction equipment and vehicles to keep them with low noise.  fitting of noise mufflers to all equipment establishing acoustic resistant enclosures for all the stationary equipment ensuring that no construction activity is taken up during the night locating noisy equipment as far as possible from NSRs;  Orienting equipment so as to emit 134

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency noise away from NSRs;  switching off unnecessary or idle equipment;  Preventive maintenance of equipment to minimize noise emissions. General waste Nuisance due to solid waste Temporary  Ensure that no litter, refuse, wastes,  Contractor during disposal rubbish, rubble, debris and builders  PMU construction wastes generated on the premises  PMC must be collected in rubbish bins and disposed of daily at registered refuse facility sites.  Toilet facility must be provided at construction site and should be maintained properly. Toilets must be emptied regularly at treatment plants and every effort must be made to prevent the contamination of surface or sub-surface water Disposal of Road Cutting The Bitumen and concrete covered Temporary  Maximize the re-use of excavated  Contractor Spoils for pipe roads waste generation materials in the works as far as  PIU laying feasible to ensure that no permanent  PMC spoil dumps are created.  The construction and demolition waste (debris) generated during excavation of the trench is to be removed by the concerned contractor. It has to reach the construction and demolition waste site/yard designated by the 135

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency concerned ULB for its value addition, where the entire debris (including bituminous toppings, etc.) is segregated/processed. The outside parties purchase the segregated/processed materials separately/individually as per their requirement by paying the cost decided by the concerned authorities of the ULB. It becomes a source of income to the concerned ULB as part of its revenue generation. Moreover, entire expenditure incurred on collection, processing, segregation of waste (debris) is made out in the whole process.  Mechanical excavations are to be essentially supplemented by Manual excavation at some stretches in order to maneuver minor obstacles within the barricaded operational area Like a kerb/ roadside small trees, telephone/electric poles, which will be otherwise require shifting or removal for movement of excavators if mechanical means of excavation is to be adhered all through the alignment  The excavated material base and sub base layers is to be tested and if 136

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency found to be useful for reusing as wet mix macadam(WMM), then it to be transported to the mix Plant, to make it suitable for reuse as WMM as per required gradation requirements in accordance with IRC guidelines Or MORTH(Ministry of Road Transport and Highways).  The excavated bituminous mix materials can be utilized for paving of cross roads, access roads, and paving works in construction sites and camps, temporary traffic diversions and haulage routes as per IRC:120-2015 & IRC:121-2017.  The excavated material base and sub base layers is almost akin to natural soil, can be used beneficially in embankment construction or filling low-lying areas and or can be sourced to other area development projects, commanding commercial value.  The tipper/trucks, which carry the payment that materials or the sub base and base materials, are to be covered with net cloth and wetted by sprinkling water prior to dispatch at all times. Alternatively, top 137

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency surface of the loaded material can also be wetted through water sprinkling and covered with water proof tarpaulins to avoid enroute spills and dust. All tipper/ trucks shall be mandatorily loaded only up to designated capacities.  Properly dispose of the spoil in the identified by the design team and approved by the confirmed land owners;  Care should be taken to avoid spoil location in land that could otherwise be used for productive purposes.  Contaminated earth if encountered then it will be treated if possible or else; disposed off at the disposal facility at Pithampur, Indore. General: safety Safety hazards to labour and public  Temporary  All construction sites shall be  Contractor during provided with informatory (at 500 m  PIU construction interval for sewer lines), cautionary  PMC (at 250 m for sewer lines and safety signs (at 100 m interval for sewer lines).  All safety signs (including supporting frames) should be of material which will with stand wind and other natural forces.  No safety sign should be made of paper or cloth or any such material 138

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency  Comply with the Occupational health and Safety act of central Govt. State Government, Labor Laws and EHS guidelines of World Bank Group.  Ensure that all emergency contact details of the police or security company and ambulance services nearby to the site.  Ensure that the handling of equipment and materials is supervised and adequately instructed.  Erect warning signs/ tapes and temporary barriers and/or danger tape, marking flags, lights and flagmen around the exposed construction works warn the public and traffic flow of the inherent dangers.  Provide adequate and suitable safety gear such as helmets, safety shoes, gloves, dust masks, ear mufflers gumboots, etc. Labour Influx,  rapid migration of labour to  Temporary The contractor shall engage local Child Labour the project area may affect the workers to a minimum of 30% of the  Contractor and project area negatively in the labour needed. Labour camps are not  PIU Construction terms of additional burden on required, if the labour is from  PMC camps public infrastructure such as local Shajapur. If labors are from outside social and health services, utilities the town, than following measures 139

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency such as water and electricity, must be undertaken: housing and social dynamics and  Communication and awareness plan thus impact on local communities on national labour and women  Increased risk of spread of harassment laws and its penal communicable diseases, and implications, leave provisions and increased rates of illicit behaviour other allowances for workers and crime. benefit,  adverse environmental  Worker codes of conduct with impacts are illegal waste disposal respect to manual scavenging, sites, inappropriate Wastewater engagement with local residents, discharges, and camp related child labor, non-discrimination, noise, access roads and land use harassment of co-workers including issues women and those belonging to SC  prevalence of gender-based and STs and other minority social violence and social norms groups. towards it in the community  Training activities to build the  Local prevalence of child capacity of DRBO contractors in and forced labour. preparation and execution of the labour management plan and other relevant topics.  Training programs on HIV/AIDS and other communicable diseases, etc.  Compliant handling Mechanism of contractor  Workers‘ Camp Management Plan addressing specific aspects of the establishment and operation of workers‘ camps provided the ULB is unable to cater to the demand for 140

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency affordable housing for this additional workforce in terms of rentals, hostels, apartments etc. 1) The camps must be not being in an environmentally sensitive area such as in close proximity to a watercourse, on a steep slope or on erosive soils. 2) Camp sites will have adequate provision of shelter, water supply, sanitation and solid waste management as far as practicable. 3) The labour camps must have all the provisions in confirmation to Building and Other Construction Workers Rules. 4) To prevent child Labor the contractor should keep an up-to- date registry of workers with their contact details. In order to prevent child labor, the contractor should systematically check IDs. Detailed Labour Working and Camp Conditions Standards is enclosed as Annexure-XIV C. Operation Phase Sewer line Leakage/ Water pollution and possibility of Permanent There is a concern of leakages and  PMU overflows mixing with water supply line overflows leading to flooding of  contractor Backlogging due to unexpected adjacent areas in the town. This shall heavy flows rates be mitigated and managed by:

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Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency  Regular monitoring of sewer line and manholes for visible leakages/ overflows.  Immediate repair operation for the damaged portion of sewer line.  De-siltation of blocked sewers/ manholes with sewage pumping machines-storing and disposal at appropriate refusal area after treatment.  Ensure proper covering of manhole and avoid dumping of solid waste to prevent chocking of sewer line.  Regular inspection and maintenance of the sewers Intermediate Noise pollution from operation Permanent  Proper handling and regular  PMU Sewage activities maintenance of operating machines  DBO pumping including pumps, generators, air contractor station diffusers, noise monitoring, etc.  SMC Intermediate Solid waste Contamination of water resources, Permanent  Solid waste should not be kept for  PMU Sewage blockage, bad odor, Health hazard more than 24 hours  DBO pumping and public nuisance  Solid waste to be disposed at contractor station proposed sludge disposal site.  SMC Sewage Sludge disposal  Disposal of sludge leading to Permanent  Prepares sludge disposal plan as per DBO Treatment contamination of land and water. desire stage provisions and guidelines Contractor / Plants and adhere to the same. PMU  Ensure proper functioning of STP for digestion of sludge and ensure adequate functioning of dewatering

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Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency units for efficient functioning of System.  Treated effluent quality test should be done at least once a month  The septage from the septic tanks will be collected using suction vehicles which will be leak proof and the septage will be dumped in the equitation tanks for treatment. The suction trucks being used should be maintained as per the best practices & standards of maintenance.  The settled sludge coming out from the sewage treatment plant, Septic tanks etc. will be carried out in to the sludge drying beds proposed in the vicinity of the STP site.  Sludge must be thickened and stabilized before it can be efficiently disposed of or used as a soil amendment.  Sludge drying bed should have proper drainage- water leachate should not flow into river to contaminate.  Sludge disposal should strictly comply with national standards and internationally accepted environmental quality criteria.  Sludge shall be tested for heavy

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Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency metals and other chemicals. It shall be dried on site (area to be specified for this on site). Site shall be raised, with cutoff drains (drain leachate to be taken back to STP for treatment) & shall be covered on top (for weather protection). After drying, this shall be sent in covered vehicle to trenching yard (detailed sludge disposal plan is enclosed as annexure XIX). This is the temporary arrangement for disposal of sludge in future to be developed as sanitary landfill. Disposal of  Disposal of treated wastewater into the Permanent  There will be a significant  DBO Treated river leading to improve the quality improvement in water quality due to contractor Wastewater of water. effluent discharge being treated. SMC  The proposed project will have a positive impact on aquatic life, as it intends to tap all the wastewater discharge into the river and this will directly improve the river water quality STP operations shall take place only after Consent to Operate certificate is accorded by the MPPCB.  Treated water quality shall comply with the consent conditions stipulated by before let out into the stream/nullah/open land / irrigation 144

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency purposes and necessary permission to be obtained from the concerned department.  Performance standards shall always be maintained, ensuring efficient working condition of treatment plant.  Ensure efficient working condition or treatment plant.  The treated sewage will be analyzed in order to meet prescribed standards.  Prevent the pollution of stream water and other water bodies receiving STP discharge. General Workers Serious/health/ safety hazards Temporary  During cleaning/ maintenance  PMU Safety exposed to operation, the sewer line will be  DBO toxic gases in adequately vented to ensure that no contractor sewers and toxic or hazardous gases are present  SMC hazardous in the line. materials  Gases present in the sewer line should be analyzed for hazardous/toxic gases before commencing cleaning operation.  Cleaning maintenance work shall be carried out as per the safety guide lines prescribed by CPHEEO and labor laws Occupational Workers and Operation and Maintenance of Permanent  Railing around all process tanks • O & M Health and staff STP and sludge disposal and pits to be installed.  contractor safety • Implement a confined spaces 145

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency entry program that is consistent with applicable national requirements and internationally accepted standards. Valves to process tanks should be locked to prevent accidental flooding during maintenance; • Use fall protection equipment when working at heights; • Maintain work areas to minimize slipping and tripping hazards; • Use proper techniques for trenching and shoring; • Implement fire and explosion prevention measures in accordance with internationally accepted standards; • When installing or repairing mains adjacent to roadways, implement procedures and traffic controls, such as: ✓ Establishment of work zones so as to separate workers from traffic and from equipment as much as possible ✓ Reduction of allowed vehicle speeds in work zones; ✓ Use of high-visibility safety 146

Activity Potential Negative Duration Mitigation Measures Responsible Impact/Concern of Impact Agency apparel for workers in the vicinity of traffic ✓ Provision of proper illumination for the work space, while controlling glare so as not to blind workers and passing motorists • Locate all underground utilities before digging.

 STP & IPSs: Sites shall have compound wall, with retaining wall where it is required to be protected considering the possibility of slips; It shall be secured / gated with manned security to prevent any unauthorized entry of workers or communities. Fire protection, emergency action plan, fencing of motors, work in confined spaces / excavated areas, overhead protections for all heights, electrical , illumination, structural stability, precautions for work on water for pipes crossing river, accident reporting, insurance, medical facilities, facilities for workers on site, worker housing etc.

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9.2. Monitoring and Evaluation

Monitoring is an important tool in establishing the success or failure of a project in regard to compliance to environmental and social safeguards. Evaluation is also an important element in assessing the achievement of the mitigation measures set out in the Environmental Management Plan, performance and efficiency of the project with regarding to ESMP. Monitoring and evaluation process will involve the assessment of the following benchmarks:  The implementation process of guidelines stipulated in the ESMP  Evaluate impact of the project to the environment and social setting of Shajapur Town  Monitoring of the involvement of the community through public consultations in decision makings and the implementation of the project ESMP Compliance Responsibilities

PMU Responsibilities: PO (Environment) and Community development officer (Social) supported by PMC (which will be staffed with an Environmental Specialist, Social specialist and Environmental Coordinators), will be responsible from the PMU. Key tasks and responsibilities of the PO (Environment) and CDO for this sub project include the following:

Construction stage:- (i) Facilitate and ensure that all necessary environmental clearances/permissions, such as CTE are in place prior to start of construction (ii) Provide oversight on environmental and social management aspects of subproject and ensure ESMP is implemented by contractor. (iii) Oversee site closures to ensure that all work / facility sites are restored properly prior to issuing work completion certificate to the contractor (iv) Address any grievances brought about through the grievance redress mechanism in a timely manner (v) Oversee day-to-day implementation of ESMPs by contractors, including compliance with all government rules and regulations, take necessary action for obtaining rights of way Operation stage: (i) Ensure and consent for operation (CFO) is obtained from MPPCB for STP prior to start of operation Contractor’s responsibilities: Design stage: (i) Review the ESA Report including the screening checklist, category and the ESMP, and conduct site visits to understand the environmental sensitivity of the project sites. (ii) Update the screening checklist, confirm the category, and update/revise the ESA Report of the project reflecting the changes /amendments /additions that are affected in the project during the detailed design (the present document i. e. C-ESA) is in line with this requirement of contract) (iii) Update / revise and drafted the ESMP whenever there is a change in the site or required by MPUDC or the World Bank

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(iv) Provide all necessary technical assistance to PIU / ULB in obtaining regulatory clearances/approvals. (v) Ensure that all design-related measures of the ESMP, and conditions, if any, of government regulatory agencies (like MPPCB consent conditions) are duly included in the final designs. (vi) Prepare and submit: a. Construction waste management (CWM) plan b. Environment, Social, Health and Safety Implementation Plan (ESHSIP) c. Traffic management (TM) plan d. Emergency preparedness plan Pl. Refer (annexure XXX) Construction stage (i) Ensure that all regulatory clearances (both project related and contractor related) are in place before start of the construction work. (ii) Before start of work contractor must sensitize the community at least two days before commencement of work. (iii) Mobilize EHS personnel prior to start of work (iv) Confirm with PIU availability of rights of way at all project sites prior to start of work. (v) Implement the mitigation measures as per the ESMP (vi) Follow the ESMP measures/guidelines for establishment of temporary construction camps, construction waste disposal sites, and material borrow areas, etc., (vii) Implement ESMP and ensure compliance with all the mitigation and enhancement measures (viii) Conduct environmental monitoring (air, noise, water etc.,) as per the ESMP (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 ESMP 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 CTE from MPPCB (through SMC) in coordination with the MPUDC, and comply with MPPCB conditions, if any, during the operation phase (ii) Implement the operation phase ESMP including the monitoring plan (iii) Submit quarterly ESMP implementation report Project implementation involves various interventions to achieve the objectives of providing safe, clean and adequate, on sustainable basis, improving the health and sanitation conditions in the city. Simultaneously, to protect and improve the environmental conditions to achieve the goal, various mitigating measures would be taken up. Table 9.2 presents the proposed environmental monitoring plan while Table 9.3 presents the cost required for implementation of Environmental Management Plan. The cost required for implementation of Environmental Monitoring Plan is given in Table-9.4. 149

Table 9-2: Details of Environmental Monitoring Plan

Institutional Responsibilities Env. Stage Component Parameter Standards Locations Frequency Implementation Supervision

PM10 μg /m3, Sewer Once in every season Contractor through

PM2.5 μg/m3, SO2, Construction (except monsoon approved monitoring PMU and PMC

lity uction Constr NOX, CO Sites season) agency/Lab

CPCB -

PM10 μg /m3, Sewer Twice a year during Contractor through

PM2.5 μg/m3, SO2, Operational operation (except approved monitoring PMU and PMC

Air Qua Air tion

Opera NOX, CO facilities monsoon season). agency/Lab

Daily through handheld Contractor through noise meter Leq dB (A) (Day and Sewer approved monitoring Ambient Noise And Night) Average and Construction agency/Lab Contractor PMU and PMC Standard CPCB Once in every season Peak values Sites through approved (except monsoon

Construction monitoring agency/Lab season).

Contractor through

NoiseLevels Leq dB (A) (Day and Sewer Twice a year during approved monitoring Ambient Noise Night) Average and operational operation (except agency/Lab Contractor PMU and PMC Standard CPCB Peak values facilities monsoon season). through approved

Operation monitoring agency/Lab

pH, Oil &grease, Cl, F, NO3, TC, Total One before start of Contractor through

Chillar Faecal Coliform Near proposed construction and once in

IS:10500 approved monitoring PMU and PMC Hardness, Turbidity, STP site a month during agency/Lab

Construction BOD, COD, DO, construction period

River Total Alkalinity

of of pH, Oil &grease, Cl, F, NO3, TC, Total Near effluent Contractor through Faecal Coliform discharge IS:10500 Monthly approved monitoring PMU and PMC

Operation Hardness, Turbidity, point in the agency/Lab BOD, COD, DO, River

Water Quality Water Total Alkalinity

150

BOD, COD, TSS, Standards adopted TDS, MPN, TN, TS STP outfall Monthly NABL accredited Lab. DRBO

nitoring nitoring by MPUDC

etc.

Effluent

operation

One before start of Consider the Physical: Texture, construction and once Contractor through following Grain Size, Gravel, during construction approved monitoring methods: IS-2720 Sand, Silt, Clay; period agency/Lab (Various part); Soil

Construction Chemical Parameter: Sewer Chemical Analysis pH, Conductivity, Construction PMU and PMC by M.L. Calcium, Sites and SPS JACKSON. Soil Magnesium, Sodium, Test Method by Nitrogen, Absorption Ministry of

Ratio

agriculture

Soil Consider the Physical: Texture, following Grain Size, Gravel, methods: IS-2720 Sand, Silt, Clay; (Various parts); Twice in a year (Pre- Chemical Parameter: Along sewer Contractor through Soil Chemical monsoon and Post pH, Conductivity, construction approved monitoring PMU and PMC Analysis by M.L. monsoon) for first 5 Calcium, sites, SPS agency/Lab

Operation JACKSON. Soil years, Magnesium, Sodium, Test Method by Nitrogen, Absorption Ministry of Ratio

Agriculture

Analysis for Contractor through

concentration of CPCB STP site Monthly approved monitoring PMU and PMC

Sludge heavy metals agency/Lab Operation

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Table 9-3: Cost Estimate for implementation of Environment Management Plan

Phase Component of EMP Mitigation measure Cost included in Cost in Remarks the Rupees contract(Yes/no/n (or Details ot clear) if provided in contract) Design and Provision for Proper drainage Yes NIL This is a part of Design Evaluation Development accidental leakages / arrangements to (not specific but bursts in SPS prevent water included as a part stagnation/ flooding in of associated SPS site area construction activity) Location of SPS Appropriate siting, and Not Applicable NIL The proposed SPSs & IPS will be indoor enclosing within which will prevent noise and enclosed building to reduce nature and appropriate cleaning and noise and odour maintenance will prevent odor nuisance. nuisance to Odour control mechanisms will be provided surrounding area and periodic monitoring will be carried out. Construction Excavation, Cutting Review of existing Yes Included in The contract includes these activities. and filling operations infrastructure, shoring contract trenches, reinstatement/ resurfacing Protection from Garland drain to be Yes Included in The contract includes these activities. Flooding STP and constructed contract SPS Damage public Proper reviewing of Yes Included in The contract includes these activities. utilities existing drawing s of contract utilities, informing

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Phase Component of EMP Mitigation measure Cost included in Cost in Remarks the Rupees contract(Yes/no/n (or Details ot clear) if provided in contract) concern authorities and reinstatement of public utilities Dust generation Water sprinkling on No Water According to DPR 116 Km stretch will be excavated material to tanker: completed in one and half years. This means suppress dust and approx. approximately 159 m will be covered per provision of top cover Rs. day by 2 tankers daily. when transported 5,42,880/- 2000L of water will be consumed for 192m through vehicles using sprinkler average 2 times a day Labour Rs. 150/day Rs. 300/tanker+Rs150/labour = Rs. 450 Per meter cost = Rs. 450/192 = Rs 2.34/- Total cost for 116 Km= Rs. 2, 71,440 Keeping a 2-day margin for construction and reinstatement of the site 2x 2, 71,440= Rs.5,42,880/- Noise and vibrations Usage of sound No. Rs. = As per the schedule, the construction has to barriers or sheets. 3,13,956/- be executed in 18months For providing sound barriers like GI sheets, 25Km out of 105Km of stretch of sensitive zones in sewer work is considered assuming excavation, construction and backfilling activity will take place simultaneously at different stretches. Considering 302 GI sheet of 3‘x 8‘ would cover 75m length (both sides) of

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Phase Component of EMP Mitigation measure Cost included in Cost in Remarks the Rupees contract(Yes/no/n (or Details ot clear) if provided in contract) construction activity daily. (1\50 sheets are needed of for one side of 50 m stretch, so for 2 sides 100 sheets and 2 more sheets to enclose one open side of the barricading; 150 m is taken as a safer option as it will not be possible to shift the barrier to another site same day) Hence 102 sheets* Cost of GI sheet Rs.1000 per sheet (Rs.70-100 per Kg)* including labor cost for 25Kms = Rs. 3,13,956/- Temporary flooding Alternate traffic re- Yes Not required or , water logging routing, Ensuring storage of excavated soil material on the higher lying areas Increased traffic Traffic re-routing Yes Not required Part of safety signs inconvenience Safety hazards to Putting Hard No Rs. 3,750 Assuming a stretch of 13m per day, 50 rods workers and residents barricading, metal will be used, @ Rs. 75/- per rod. Putting pole, night lighting and Hard barricading, metal pole, night lighting demarcation cones. and demarcation cones. (Provided in Bid documents) Labour camps Health hazards and Sanitation No Cost of Total no. of labor is estimated assuming (if adopted) nuisance due to construction 35% of total project working for 18 months. absence of facility for of pit and The labor camps will be a single camp for sanitation or solid toilet the entire site, for appropriate management waste management building & and maintenance work. So per day each 154

Phase Component of EMP Mitigation measure Cost included in Cost in Remarks the Rupees contract(Yes/no/n (or Details ot clear) if provided in contract) cleaning camp will have around 30 laborers apprx Rs = A toilet with septic tank is been suggested 12,24,000 for sanitation facility at labor camps. Septic tank of capacity 10 m3 will be used. For 90 laborers 10m3 of total pit capacity would be needed. Hence 6 pits will be needed. Cost of one pit is Rs. 1, 20,000. Cost of 2 pits would ne Rs. 7, 20,000/- For these 6 toilet buildings of 3closets will be needed. Cost of one toilet building is Rs. 80,000. So for 6toilets building total cost is Rs. 4, 80,000. Therefore, total cost of toilet construction at one camp site would be Rs 12,00,000/- For constructing toilet at 6 camps expenditure would be Rs. 1,00,000/- Cleaning of pit cost Rs 4000/-. And after 9 months cleaning is needed so thrice cleaning is needed. So for 6pits X 3 camps X 3 times cleaning the cost will come as Rs.24000/- Water Supply No Not required The contractor will hire a residential building to accommodate labour and hence, this activity is not needed separately Dust bins No Approximat Solid waste generation: Generally, about ely Rs. 200 grams of solid waste is generated per 5 2,000 persons every day. Hence two dustbins (one

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Phase Component of EMP Mitigation measure Cost included in Cost in Remarks the Rupees contract(Yes/no/n (or Details ot clear) if provided in contract) for biodegradable waste and one for non- biodegradable waste of 1 cum size at the rate of Rs. 2000/-) may handle solid waste generated. Total Cost 20,86,586 Social Management Plan during Construction & Operation Construction Encroached Structure  Joint survey of PIU Yes Included in (temperary structure and contractor has provisional over road ROW) been done on the basis sum of sewer network design. There is no kiosk etc within RoW which needs to be permanently or temporarily shifted.  Temporary approach/ ramp to roads=100. Loss of Income  Joint survey of PIU Not required NIL The network will be laid either in the center Livelihood and contractor has of RoW or on one side of RoW (at a time). been done to assess Shifting of any vendor is not required in the exact number of case of laying in Center of RoW. In case, loss of income the laying is required on one side of Road, livelihood due the affected vendor, if any, will be shifted excavation in narrow (for a period of 2 to 3 days) across the road lanes,the shops not get and hence, there will be no impact on the accessible, on the income of the vendor. basis of final drawing 156

Phase Component of EMP Mitigation measure Cost included in Cost in Remarks the Rupees contract(Yes/no/n (or Details ot clear) if provided in contract) and design.  Tentative number of small Trader to be given livelihood assistance (as per entitlement matrix) = NIL  Tentative number of vendors to be given livelihood assistance (as per collectorate rate) = Nil Impacts to trees,  Joint survey by PIU yes Included in Scope of work of contractor includes plants and standing and contractor has contract plantation of 500 trees crops been done and assessed the exact loss of trees/crops. No loss of trees or crops is observed at any work site except 3 trees at STP site. Unidentified Impacts  Unforeseen impacts NA 10, 00,000 encountered during implementation will be addressed in accordance with the principles of the 157

Phase Component of EMP Mitigation measure Cost included in Cost in Remarks the Rupees contract(Yes/no/n (or Details ot clear) if provided in contract) policy

IEC activities  Dissemination of MPUDC/ as per Project information CDO(PIU) communicat  Consultation with ion plan potentially affected under TA people  FGDs with likely beneficiaries  Mobilisation for encouraging connection specially among vulnerable groups Total SMP cost Rs. = 10,00,000 Total Cost EMP + SMP Rs. = 30,86,586

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Table 9-4: Cost required for implementation of Environmental Monitoring Plan

Item Location Season Year Total no. of Unit Cost Total Cost samples Environment Monitoring during Construction Stage Air quality 2 (2 STP sites) 3 2 12 10,000.00 120,000.00 Monitoring Noise / vibration 2 (same as above) 3 2 12 8,000.00 96,000.00 Soil analysis 2 (STPs and PSs) 2 2 8 5,500.00 66,000.00 Surface Water Quality 2 3 2 12 10,000.00 120,000.00 Effluent Monitoring STP outfall point Monthly 2 24 2,40,000.0 2,40,000 Sub total 642,000.00 Environment Monitoring Cost (Operation Stage) Air quality 2 STP sites, all 1 10 20 10,000.00 200,000.00 Monitoring pumping station sites Noise / vibration 2 STP sites, all 1 10 20 8,000.00 160,000.00 pumping station sites Soil analysis 2 STPS and PSs 2 10 40 5,500.00 220,000.00 Surface water Quality( STP outfall 2 Monthly 10 240 10,000.00 2,400,000.00 & receiving Water body) Sludge Monitoring 1 Monthly 10 120 20,000.00 2,400,000.00 Sub-Total 56,20,000.00 Total for Environmental Monitoring 60,22,000.00 The total cost for implementing measures outlined in Environmental Management Plan and Environmental Monitoring Programme during construction and operation phase is (Rs. 30.87 lakh + Rs. 60.222) Rs.91.09 lakh.

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In case of Temporary impact on structures or loss of income due to construction activities if any is identified during implementation phase same shall be accessed through joint verification between PIU, ULB and contractor representatives and shall be managed as per the ESMP. The PIU and MPUDC shall monitor the implementation of ESMP and track indicators for IEC activities, grievance redressal, participation of women, scheduled Tribes and other vulnerable people. Quarterly report shall be prepared

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10. TRIBAL VULNERABILITY IDENTIFICATION AND ASSESSMENT

10.1. Distribution of Scheduled Tribes in Madhya Pradesh in Relation to India

The tribal population of Madhya Pradesh increased to 15,316,784 in 2011 from 12,233,474 in 2001.The decadal growth rate during this period is 25.20 percent. The trends in the population of the Scheduled Tribes by residence (total, Rural and Urban) for Census Years 1961- 2011 shows that the percentage of Scheduled Tribes Population in the Rural Areas (11.3 percent) much higher that Urban Population (2.8 percent). In Madhya Pradesh certain areas have been declared as scheduled area as Specified by the Scheduled Areas under the fifth Schedule of Indian Constitutions2.The List of Tribal Communities in State of Madhya Pradesh as Provided by Ministry of Tribal Affairs, Government of India and List of Schedule Areas in Madhya Pradesh as Specified by the Scheduled Areas under the fifth Schedule of Indian Constitutions is given in Annexure-IX and X respectively.

Shajapur Nagar Palika Parishad area does not falling under Scheduled V areas declared by Government of India. Out of total population of Shajapur (69,263), SC Population (9714 Nos) and ST Population (977 Nos) accounted for 14.02% and 1.66% respectively total population. The Cumulative of total SCs and STs accounted for about 15.69% of the total Shajapur population.

10.2. Presence of Indigenous People. The identification of Indigenous people in project area done on the basis of secondary information: 1. Share of scheduled tribe population in project area as per census 2011 and 2. Declaration of scheduled V areas by Ministry of tribal welfare.

The Social Composition in Shajapur Town in the project area is given in the Table -10.1

Table 10-1: Social Composition in Shajapur Town

Social Composition Population Male Female % of population SC 9,714 4,947 4,767 14.02 ST 977 497 480 1.66 Total 69,263 35,623 33,640 100 (Source: Census, 2011)

2Scheduled areas are autonomous areas within a state, administered federally, usually populated by a predominant Scheduled Tribe. 161

10.3. Interview/Meetings An enquiry was made with the officials /representatives of the Department dealing with the social and economic welfare schemes for Tribal. Accordingly, information was gathered on socioeconomic, religious and culture aspects of these communities. During discussions it was revealed that tribal mainly migrate from rural to urban areas for their livelihood and for education purposes. They do not reflect primitive characters (like living in groups, culture and dialect). The key issues identified with relation to the Sewerage sub project and the measures taken by the contractor while designing different components has already been discussed in Chapter 7.

10.3.1. Conclusion On the basis of social Impact screening, identification, consultations and as per characteristics outlined in OP 4.10 indicated the identities and cultures of Indigenous peoples are inextricably linked to the lands on which they live and the natural resources on which they depend. However, both circumstances are not with ST people present in Shajapur town, on the basis of these criteria, they are not categorized as Indigenous people. Hence policy OP 4.10 not triggered for this sub-project.

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11. CONCLUSION AND RECOMMENDATIONS

The Environmental and Social Assessment (ESA) Study has been carried out by Contractor in compliance to his obligation under the contract. Public consultations were also done with the community members who are likely to be benefitted or to be affected by the proposed Project in compliance with the World Bank environmental policies and EIA Notification 2006.

Proposed sub-project for Shajapur town on the basis of environmental and social analysis concludes that the project will have positive impact and benefits on the life and environment of the people. As per environmental and social management framework guidelines of MPUDP, Environmental and Social Assessment, with a Safeguard Management Plan was prepared for addressing possible issues/ concerns arising from proposed project.

The sewerage network will provide improved environmental conditions due to the contained handling of wastes, leading to improved public health conditions and will likely reduce the average medical expenses of the residents in the project areas. Because of the sewer line connection, all the wastewater will be collected and directed to treatment plant, which only after treatment will be disposed off to the River or will be used for other purposes as guided by the municipal council, hence decreasing the pollutant load in the River. Connection to sewer lines will enhance the aesthetic value of the area, as there will be more cleanliness and no wastewater discharge to open area. This will also lead to appreciation in the property value. This will eventually lead to increase in standard of living of the people in the project site.

There are no environmentally sensitive areas (like forest, sanctuaries etc.) in or near sub-project area. Also, there are no archaeological and historical protected areas/ sites within or near the town. In Project area, no indigenous people are identified meeting the requirement of IPMF, so no separate IPP is required. Hence the impact identified are mostly related to construction and operation phase. However, a strategy for addressing concerns relating to tribal and vulnerable groups has been identified and is to be applied during subproject implementation.

The subproject is unlikely to cause significant adverse impacts because: (i) most of the individual components involve straightforward construction and operation, so impacts will be mainly localized; (ii) in most cases the predicted impacts are likely to be associated with the construction process and are produced because the process is invasive, involving excavation, obstruction at specific construction locations, and earth movements; and (iii) being located mainly in the already constructed facilities and built-up area will not cause direct impact on terrestrial biodiversity values. The potential adverse impacts that are associated with design, construction, and operation can be mitigated to standard levels without difficulty through proper engineering design and the incorporation or application of recommended mitigation measures and procedures.

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ANNEXURES Annexure-I: Screening Checklist of Shajapur Sewerage Project

Environmental Screening Checklist Project Id: Name of the ULB: Shajapur Nagar Palika Parishad Project Location: Country : India State : Madhya Pradesh District : Shajapur Coordinates : 23.4273° N, 76.2730° E Project Sector : Sewerage Scheme Loan Source for Project : WORLD BANK Project Components # Components Details 1. Brief description of the project concept and Providing Sewer Network for the entire town for treatment configuration of waste/Sewer water and using the same for beneficiary of the locals. 2. Number of Project sites and Ancillary STP- 2, IPS-5 Pipe Laying- Entire Town along the ROW, components Manholes- Entire Town 3. Details of Alignment and Component STP- I - 10.90MLD; Packaged STP- 0.35MLD IPS -1 – 3.58 MLD, IPS-2 – 0.66MLD, IPS -3 – 3.87 MLD, IPS -4 – 1.40MLD, IPS -5 - 0.43MLD Pipe Laying- Entire Town along the ROW (115.70Km), Manholes- Entire Town (4120) 4. Location of the Project Sites & Current Use STP- I at Ward no. 8 near Badshah Pul; Packaged STP – (Provide information for all sites involved Ayodhya Basti; IPS -1 – Behind Rajeshwari Temple; IPS- in the project) 2 – Ward no.22 Mahupur Rapat, Dhan Madi; IPS -3 –ward no. 03 Maliwada Masjid; IPS -4 – ward no. 01 Patidar Colony; IPS -5- ward no. 03 Briks Kiln Project Proximity to Environmental Sensitive Aspects S. Components Yes No Details No. 5. Notified Protected Areas (National Parks/ √ No such area is involved Wildlife Sanctuaries, Eco-Sensitive Zones, Biosphere Reserves, Ramsar Sites, Mangrove forests, etc.) Important Bird Areas in India (Ref: Priority 6. No such area is involved sites for conservation, BNHS) √ Scheduled Areas As per the Govt. of Madhya Pradesh 7. √ scheduled area declared list, project does not fall under the schedule V. 8. State borders (overlapping resource sharing √ No such as Rivers, lakes, roads etc.)

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Hazard Prone Areas (Floods, Earthquakes, 9. Wind / Cyclones), Vulnerability Atlas of √ No India, BMTPC 10. Climate Change impacted area (water √ No intakes in CC affected Rivers, lakes), MP State Climate Change Action Plan and Other Sources 11. Critically polluted areas √ No Land-use (Sensitive receptors hospitals, 12. No. residential areas, schools) √ Pre-existing litigations concerning E&S 13. No issues with the Project location or site √ 14. Archeological Survey of India (ASI) sites √ No Socio-Cultural- Economic activities Not specific Some of the local (religious/heritage/ cultural sites, tourist importance religious spots and an old 15. √ interests, etc.) fort (not ASI protected or listed in State list) are present. Defense installations, especially those of 16. security importance and sensitive to √ No pollution 17. Does the Project Involve the following? Vegetation removal and Cutting of trees Yes, vegetation at the sites of IPS and 18. √ STP are Present (3 trees at proposed location of STP) 19. Potential Habitat fragmentation √ No 20. Quarrying, Mining or Resource Extraction √ No Excessive Resource Consumption or Waste 21. No Generation, Cutting and Filling of Earth √ 22. Risk to Neighborhood Community Health √ No Use / release of Hazardous Chemicals, toxic 23. No materials √ Generation of Air Emissions, Wastewater, No. (SBR technology is proposed for 24. Solid Wastes (including Hazardous Waste) √ Sewage Treatment Plant, which does not generate any harmful air emissions) Is the project design considering energy Yes, The Treated Wastewater Will be 25. conservation measures/ energy recovery √ used for different purposes like options? Gardening etc. Is the project considering waste 26. minimisation or waste reuse/recycle √ Yes, Reuse of Wastewater options? Has the project design considered RWH or 27. any other environmental enhancement √ Yes measure? Has the project design considered extreme Yes, all the factors are considered under 28. √ events, drought, flood, natural disasters? the chances of these events

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Social Screening Checklist Name of the ULB : Shajapur Nagar Palika Parishad Project Location : Shajapur Country : India State : Madhya Pradesh District : Shajapur Coordinates : 23.4273° N, 76.2730° E Project Sector : Sewerage Scheme

Land Use, Resettlement, and/or Land Acquisition

S. Components Yes No Details No Does the project involve acquisition of private 1 √ No, all are government lands land? Alienation of any type of Government land 2 √ Yes, for 2 STP and 4 IPS including that owned by Urban Local Body? Clearance of encroachment from 3 √ Not required Government/ Urban Local body Land? Yes, some squatters/hawkers will Clearance of squatters/hawkers from be affected temporarily for a 4 √ Government/ Urban Local Body Land? limited period, particularly during the construction activities. Number of structures, both authorized and/or 5 √ unauthorized to be acquired/ cleared/ 6 Number of households to be displaced? √ None Details of village common properties to be 7 alienated Pasture Land (acres) Cremation/ √ None burial ground and others specify? Around the project area the main Describe existing land uses on and around the land use used is for agricultural 8 project area (e.g., community facilities, purposes and for community agriculture, tourism, private property)? purposes Will the project result in the permanent or temporary loss of the following? Specify with numbers, Crops, Fruit trees / coconut palms, 9 √ No. Petty Shops/ Kiosks, Vegetable / Fish / Meat vending, Cycle repair shop, Garage, Tea Stalls, Grazing Lands, etc.

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10 Loss of access to forest produce √ No Is the project likely to provide local Yes, during the construction 11 employment opportunities, including √ activities. employment opportunities for women? Is the project being planned with sufficient 12 attention to local poverty alleviation √ Yes, indirectly objectives? Is the project being designed with sufficient local participation (including the participation Yes (33,640 females as per 2011 13 √ of women) in the planning, design, and census) implementation process? Population proposed to be benefitted by the 69,263 (Including floating 14 √ proposed project Population per day) No. of Females proposed to be benefitted by 15 √ Females of the entire town the proposed project Vulnerable households /population to be 16 √ Entire population benefitted Entire population shall be 17 No. of BPL Families to be benefitted √ benefited including BPL Are there socio-cultural groups present in or use the subproject area who may be considered as "tribes" (hill tribes, schedules √ None tribes, tribal peoples), "minorities" (ethnic or national minorities), or "indigenous communities" in the subproject area? Are there national or local laws or policies as well as anthropological researches/studies that consider these groups present in or using the 18 √ None subproject area as belonging to "ethnic minorities", scheduled tribes, tribal peoples, national minorities, or cultural communities? Do such groups self-identify as being part of a None 19 √ distinct social and cultural group? Do such groups maintain collective None attachments to distinct habitats or ancestral 20 √ territories and/or to the natural resources in these habitats and territories? Do such groups maintain cultural, economic, None 21 social, and political institutions distinct from √ the dominant society and culture? 167

Do such groups speak a distinct language or None 22 √ dialect? Have such groups been historically, socially None and economically marginalized, 23 √ disempowered, excluded, and/or discriminated against? Are such groups represented as "Indigenous None Peoples" or as "ethnic minorities" or 24 "scheduled tribes" or "tribal populations" in √ any formal decision-making bodies at the national or local levels? Will the subproject directly or indirectly None 25 √ benefit or target Indigenous Peoples? Will the subproject directly or indirectly None affect Indigenous Peoples' traditional socio- 26 cultural and belief practices? (e.g., child- √ rearing, health, education, arts, and governance)? Will the subproject affect the livelihood None systems of Indigenous Peoples? (e.g., food 27 production system, natural resource √ management, crafts and trade, employment status)? Will the subproject be in an area (land or None territory) occupied, owned, or used by 28 √ Indigenous Peoples, and/or claimed as ancestral domain?

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Annexure-II: Ambient Air and Noise Quality Standards as per CPCB

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Air Quality Standards as per CPCB

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Annexure -III: Water and Sewerage Quality and River water quality Test Report

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Annexure-IV: CPCB guidelines for treated Sewage

Comparison table of World Bank, CPCB and NGT guidelines

Pollutants Units Guideline Guideline Value as Recommended value Value as per per CPCB by NGT (30.04.2020) WB Standard Standard- 2017 (Adapted by MPUDC) pH pH 6-9 6.5-9 Not recommended

BOD Mg/l 30 10 Less than 10

COD Mg/l 125 50 Not recommended

Total Nitrogen Mg/l 10 10 Less than 10

Total Phosphorous Mg/l 2 2 Less than 2

Total Suspended Solids Mg/l 50 10 Less than 10

Total Coliform Bacteria MPN/100ml 400 <230 Less than 230

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Annexure V: Air and Noise Quality Monitoring Reports

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Annexure-VI: Khasra Details of Proposed Sewerage Subproject Khasra Details of STP - 1

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Khasra Details of Packaged STP

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Khasra Map of IPS-I

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Khasra Map of IPS-2

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Khasra details of IPS-3 and IPS 4

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Khasra Details of IPS -5

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Annexure VII: Land Allotment letters for STPs and IPSs

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Annexure-VIII: Photographs and details of Ward-wise Stakeholder Consultation

Place : Nagar Parishad

1 CMO :Mr. Sudheer Singh

2 Mr. Manoj Girje (AE)

3 Vishal Babu Sharma (SE)

4 JP Malviya

( Upadhyaksha Nagar Nigam )

5 Kshitij Bhatt ( Adhyaksha Nagar Nigam )

6 Amit Rajpurohit

7 Mahesh Chauhan

8 G.Malviya

9 Rajesh Tomar( Parshad)

10 Akram( PArshad )

11 Sumit Rajpurohit( Env. Team)

Ward No. 11 , 12 , 22 , 02

Ward 11 Ramkuvar bai

Mamtayadav

Jamuna Bai

Kamla Bai

Suresh Ji

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Kamal

Sanjay Maheshwari

Sunil Pal

Sandip Sharma

Ramchand Ji

Mohammad A.

Ward 12 Bada Mohalla

SAlim Khan

Mohammed

ZAffar Khan

Akram Ali

Nazim

SAbir Pathan

Siddhiki khan

Anas Kha

Ward 22 DEvendra

Uma

Raj PAtidar

Abeer

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Ward 02 Smt. Sugan Bai

Vansh

Prabhu Nagar

Rajesh

Kamal

Parveen Singh

Sunil Kumar

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Annexure-IX: List of Tribal Communities in State of Madhya Pradesh as Provided by

Ministry of Tribal Affairs, Government of India 1. Agariya 2. Andh 3. Baiga 4. Bhaina 5. BhariaBhumia, BhuinharBhumia, Bhumiya, Bharia, Paliha, Pando 6. Bhattra 7. Bhil, Bhilala, Barela, Patelia 8. Bhil Mina 9. Bhunjia 10. Biar, Biyar 11. Binjhwar 12. Birhul, Birhor 13. Damor, Damaria 14. Dhanwar 15. Gadaba, Gadba 16. Gond; Arakh, Arrakh, Agaria, Asur, Badi Maria, Bada Maria, Bhatola, Bhimma, Bhuta, Koilabhuta, Koliabhuti, Bhar, Bisonhorn Maria, Chota Maria, Dandami Maria, Dhuru, Dhurwa, Dhoba, Dhulia, Dorla, Gaiki, Gatta, Gatti, Gaita, GondGowari, Hill Maria, Kandra, Kalanga, Khatola, Koitar, Koya, Khirwar, Khirwara, Kucha Maria, Kuchaki Maria, Madia, Maria, Mana, Mannewar, Moghya, Mogia, Monghya, Mudia, Muria, Nagarchi, Nagwanshi, Ojha, Raj, SonjhariJhareka, Thatia, Thotya, Wade Maria, Vade Maria, Daroi 17. Halba, Halbi 18. Kamar 19. Karku 20. Kawar, Kanwar, Kaur, Cherwa, Rathia, Tanwar, Chattri 21. (Omitted) 22. Khairwar, Kondar 23. Kharia 24. Kondh, Khond, Kandh 25. Kol 26. Kolam 27. Korku, Bopchi, Mouasi, Nihal, NahulBondhi, Bondeya 28. Korwa, Kodaku 29. Majhi 30. Majhwar 211

31. Mawasi

32. Omitted 33. Munda 34. Nagesia, Nagasia 35. Oraon, Dhanka, Dhangad 36. Panika [in (i) Chhatarpur, Panna, Rewa, Satna, Shahdol, Umaria, Sidhi and Tikamgarh districts, and (ii) Sevda and Datia tehsils of Datia district] 37. Pao 38. Pardhan, Pathari, Saroti 39. Omitted 40. Pardhi, Bahelia, Bahellia, Chita Pardhi, LangoliPardhi, PhansPardhi, Shikari, Takankar, Takia In (i) Dharampuri, Mandla, Dindori and Seoni districts, (ii) Baihar Tahsil of Balaghat District, (iii) Betul, Bhainsdehi and Shahpurtahsils of Betul district, (iv) Patan tahsil and Sihora and Majholi blocks of Jabalpur district, (v) Katni (Murwara) and Vijaya Raghogarh tahsils and Bahoriband and Dhemerkheda blocks of Katni district, (vi) Hoshangabad , Babai, Sohagpur, Pipariya and Bankheditahsils and Kesla block of Hoshangabad district, (vii) Narsinghpur district, and (viii) HarsudTahsil of Khandwa district] 41. Parja 42. Sahariya, Saharia, Seharia, Sehria, Sosia, Sor 43. Saonta, Saunta 44. Saur 45. Sawar, Sawara 46. Sonr

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Annexure-X: List of Schedule Areas in Madhya Pradesh as Specified by the Scheduled

Areas under the fifth Schedule of Indian Constitutions 1. Jhabua district 2. Mandla district 3. Dindori district 4. Barwani district 5. Sardarpur, Dhar, Kukshi, Dharampuri, Gandhwani and Manawar tahsils in Dhar district 6. Bhagwanpura, Segaon, Bhikangaon, Jhirniya, Khargone and Meheshwar tahsils in Khargone district 7. Khalwa Tribal Development Block of Harsud Tahsil and Khaknar Tribal Development Block of Khaknar Tahsil in Khandwa district 8. Sailana and Bajnatahsils in Ratlam district 9. BetuTtahsil (excluding Betul Development Block) and Bhainsdehi and Shahpurtahsils in Betul district 10. Lakhanadone, Ghansaur and Kuraitahsils in Seoni district 11. Baihartahsil in Balaghat district 12. Kesla Tribal Development Block of Itarsitahsil in Hoshangabad district 13. Pushparajgarh, Anuppur, Barhi, Kotma, Jaitpur, Sohagpur and Jaisinghnagartahsils of Shahdol district 14. Pali Tribal Development Block in Pali tahsil of Umaria district 15. Kusmi Tribal Development Block in Kusmi tahsil of Sidhi district 16. Karahal Tribal Development Block in Karahal tahsil of Sheopur district 17. Tamia and Jamai tahsils, patwari circle Nos. 10 to 12 and 16 to 19, villages Siregaon Khurd and Kirwari in patwari circle no. 09, villages Mainawari and Gaulie Parasia of patwari circle No. 13 in Parasia tahsil, village Bamhani of Patwari circle No. 25 in Dharampuri tahsil, Harai Tribal Development Block and patwari circle Nos. 28 to 36,41,43,44 and 45B in Amarwara tahsil Bichhua tahsil and patwari circle Nos. 05,08,09,10,11 and 14 in Saunsar tahsil, Patwari circle Nos. 01 to 11 and 13 to 26, and patwari circle no. 12 (excluding village Bhuli), village Nandpur of patwari circle No. 27, villages Nikanth and Dhawdikhapa of patwari circle no 28 in Pandurna tahsil of Dharampuri district.

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Annexure XI: Carrying capacity of the Drain at proposed STP-2 site.

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Annexure XII List of Sensitive Receptors of Shajapur Town

Ward Sr. School/ College/Govt. Ward name no. No Hospitals/Marriage Garden 1 1 Patel Marriage Garden Maharshi Arvind Ward 2 Enternal School 3 Navjyoti School 2 4 Gohil Hospital Pandit Prabhachand Sharma Ward 5 Dayanand College Ab Road 6 Saraswati Shishu Mandir 7 Saraswati Gyan Mandir 8 Navjagruti School 3 9 Vardan Hospital Subhash Chandra Bose Ward 10 Prinay Garden 11 Govt. School Nimvadi 12 Mastermind Public School 13 Achievers Public School 14 Shiv Sagar Public School 4 15 Arogya Health Care Doctor Jakir Husain Ward 16 Aashadeep Eye Hospital 17 Shree Krishna Garden 18 Manorama Garden 19 Govt. Middle School Mahupura 20 Gyan Ganga H.S. School 21 Swikriti H.S. School 22 Darul Arkam School 5 23 Emmanual Mission School Abdul Kalam Aazad Ward 7 24 Government Primary School Urdu Sardar Patel Ward 25 Government Middle School 8 26 Mes H.S. School Dr. Ambedkar Ward 27 Perfect Convent School 9 28 Adrash Malwa H.S. School Jawahar Ward 10 29 Saint Umar H.S. School Maharani Lakshmibai Ward 11 30 We Care H.S. School Pandit Balkrishna Navin Ward 31 Government Urdu School 32 Government Mahalaxmi School 33 Government School Telivada 12 34 Government Hospital Vivekananda Ward 35 Dr. Vimal Jain Nursing Home 36 Dr. R.C. Sharma Nursing Home 37 Saraswati Shishu Mandir 38 Government Primary School 215

39 Government Excellence School N

40 Government Boys H S School No2 41 Cioma Public School 13 42 Patidar Nursing Home Chandmal Ram Ward 14 43 Bhartiy Vidhya Mandir Guru Nanak Dev Ward 44 Sanskar Public School 45 Limra Education Academy 15 49 Govt. Midll School Haraypura Jivaji Rao Ward 16 50 Happy Memorial H.S. School Mahatma Gandhi Ward 17 51 M.L.B. Girls School Kishorbhai Triwedi Ward 18 52 Govt. Girls College Kila Chitrgupt Ward 53 Govt. Toda Number - 1 19 54 Global Education Academy Shankar Rao Thakre 55 Unique Public School 20 56 Montessary Public School Pandit Chandrshekhar Bhatt Ward 21 57 Bhagirathi Vidhya Mandir Pandit Dindayal Upadhyay Ward 58 Vikramaditya Public School 22 59 Govt. Middle School Radha Swami Ward 60 Govt. Middle School Jyoti Nagar 61 Sandipani Gyanpith 62 Vidhya Velly Public School 63 Sarswati Shishu Mandir 64 Vidhya Sagar Public School 65 Bhartiya Vidhya Mandir 66 Sahaj Public School 67 Saint Umar Middle School 68 Govt. ITI Collage 69 Govt. Polytechnique College 23 70 Govt. Primary School Jyotinagar Kusha Bhau Thakare Ward 71 Govt. Middle School Jyotinagar 72 Govt. H.S. School Jyotinagar 73 Aman Garden 24 74 Malhar Marriage Garden Chimanlal Jain Ward 75 Vyash Hospital And Reserch Center 76 B.S.N. College A.B. Road 77 New Srajan School 78 Sarswati H.S. School 79 Cioma Public H.S. School 80 Govt. School Vighneshwar Nagar 81 Vidhya Bhawan Public School 25 82 M.G Convent School. Kishorbhai Trivedi Ward 216

Annexure XIII: Grievance Redressal Committee at Shajapur

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Annexure XIV: Labourers Working and Camp Conditions Standards

 Where a contractor provides accommodation for workers, the accommodation shall be appropriate for its location and be clean, safe and, at a minimum, meet the basic needs of workers. In particular, the provision of accommodation shall meet national legislation and international good practice in relation, but not restricted, to the following: - The practice for charging for accommodation; the provision of minimum amounts of space for each worker; - Provision of sanitary, laundry and cooking facilities and potable water; - The location of accommodation in relation to the workplace; - Any health, fire safety or other hazards or disturbances and local facilities; - The provision of first aid and medical facilities; - Heating and ventilation. Workers‘ freedom of movement to and from the employer- provided accommodation shall not be unduly restricted.  Where the need to provide new workers ‗accommodation is identified, it is important to consider how this will impact on the surrounding communities. This may be relevant both to the construction phase of the camp (or other accommodation) and during its operation. Risk identification and assessments specific to the workers ‗accommodation should be undertaken as part of the Environmental and Social Impact Assessment and any related development of an Environmental and Social Action Plan.  Housing provided to workers as part of the employment contract should meet certain minimum specifications in respect of the nature and standard of the accommodation and facilities to be made available. If housing is provided by the employer ―the fundamental human rights of the workers, in particular freedom of association, should be recognized.‖ Arrangements where accommodation and communal services are provided as payment for work should take care to ensure that the interests of the workers are protected. If rent is charged, it should not cost the worker more than a reasonable proportion of his or her income.  Planning and Assessing Requirements for Workers ‗Accommodation A. Assessing the need for workers accommodation  Availability of work force 1. Assessment of workers‘ availability in the neighbouring communities should be carried out. 2. There should be an assessment of the skills and competencies of the local work force and how those skills and competencies fit the project needs. 3. Assessment of opportunities to train the local work force to fulfil the project‘s needs.  Availability of existing housing 1. Prior to building any workers ‗accommodation, a comprehensive assessment of the local 219

Housing market needs to be conducted and the different types of housing available in

the surrounding communities should be identified. For larger projects this assessment should be conducted at the stage of the project‘s environmental and Social Impact Assessment. 2. Assessment on communities of the impact of using existing housing opportunities. 3. Measures to mitigate adverse impacts on the local housing market have been identified and included in the Environmental and Social Action Plan (ESAP) or other relevant action plan.  Types of workers’ accommodation 4. Consideration has been given to provision of family accommodation. 5. To provide workers and their families ‗individual family accommodation comprises bed rooms, sanitary and cooking facilities with an adequate level of privacy allowing families to have a normal family life. 6. To provide nurseries, schools, clinics and recreational facilities for children, or to make sure that those services are readily available in the surrounding communities and of good quality 7. When arrangements for family accommodations are in place: (a) Families are provided with individual accommodation comprising bedroom, sanitary and cooking facilities

(b) Adequate nursery/school facilities are provided (c) Special attention is paid to providing adequate safety for children.  Standards for and Management of Workers Accommodation A. Standards for workers’ accommodation  Sitting and construction Conditions 1. The housing and related community facilities should be of d urable construction, taking into account local conditions, such as liability to earthquakes. 2. The location of workers housing should ensure that workers are not affected by air pollution, surface run-off for sewage or other wastes The contractors must ensure that the labour camps should not be established near the protected monuments, protected areas and water bodies etc.  General living facilities (d) Living facilities are located to avoid flooding and other natural hazards. (e) Where possible, living facilities are located within areas on able distance from the worksite (f) Transport from the living facilities to work site is safe and free.

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(g) The living facilities are built with adequate materials kept in good repair and kept

clean and free from rubbish and other refuse. (h) A minimum degree of privacy both between individual persons with in the house hold and for the members of the house hold against undue disturbance by external factors  Room / dormitory facilities 1. Rooms / dormitories are kept in good condition. 2. Rooms / dormitories are aired and cleaned at regular intervals. 3. Rooms / dormitories are built with easily cleanable flooring material. 4. Sanitary facilities are located within the same buildings and provided separately for men and women. 5. In workers sleeping rooms the floor area should not be less than 7.5 square meters in rooms accommodating two persons; 11.5 square meters in rooms accommodating three persons; or 14.5 square meters in rooms accommodating four persons. 6. If a room accommodates more than four persons, the floor area should be at least 3.6 square metres per person. Room should indicate the permitted number of occupants. 7. Density standards are expressed either in terms of minimal volume per resident or of minimal floor space. Usual standards range from10 to12.5 cubic metres (volume) or 4 to 5.5 square meters (surface). 8. A minimum ceiling height of 2.10 meters is provided. 9. In collective rooms, which are minimized, in order to provide workers with some privacy, only a reasonable number of workers are allowed to share the same 10. Room Standards range from 2 to 8 workers. Separate bed for each worker; 11. Adequate headroom, providing full and free movement, of not less than 203 centimetres. 12. The minimum inside dimensions of a sleeping space should be at least 198 centimetres by 80 centimetres 13. All doors and windows should be lockable, and provided with mosquito screens where conditions warrant. 14. There should be mobile partitions or curtains to ensure privacy. 15. Separate accommodation of the sexes; 16. Adequate natural light during the day-time and adequate artificial light; 17. Every resident is provided with adequate furniture such as a table, a chair, a mirror and a bedside light and ventilated clothes locker which can be locked by the occupant to ensure privacy; 18. Separate sleeping areas are provided for men and women, except in family accommodation. 19. As far as practicable, sleeping rooms should be arranged so that shifts are 221

Separated and that no workers working during the day share a room with

workers on night shifts. 20. Irrespective of whether workers are supposed to keep their facilities clean, it is the responsibility of the accommodation manager to ensure that rooms / dormitories and sanitary facilities are in good condition. 21. Common dining rooms, canteens or mess rooms, located away from the Sleeping areas; 22. Appropriate protection against heat, cold, damp, noise, fire, and disease- carrying animals, and, in particular, insects. 23. Facilities for the storage of personal belongings for workers are provided. Standards vary from providing an individual cup board for each worker to providing 475 –litre big lockers and 1 meter of shelf unit. 24. Separate storage for work boots and other person a protection equipment, as well as drying / airing areas may need to be provided depending on conditions.

 Bed arrangements and storage facilities 1. A separate bed for each worker is provided. The practice of ―hot-bedding‖ should be Avoided. 2. Bedding materials should be reasonably comfortable; 3. Bedding and bed frame materials should be designed to deter vermin; 4. Beds should not be arranged in tiers of more than two; 5. There is a minimum space between beds of 1 metro. 6. Double deck bunks are not advisable for fire safety and hygiene reasons, and their use is minimized. Where they are used, there must be enough clear space between the lower and upper bunk of the bed. Standards range from to 0.7 to 1.10 meters. 7. Triple deck bunks are prohibited. 8. Each worker is provided with a comfortable mattress, pillow, cover and clean bedding. 9. Bed linen is washed frequently and applied with repellents and disinfectants where conditions warrant (malaria). 10. Facilities for the storage of personal belongings for workers are provided. Standards vary from providing an individual cup board for each worker to provide 475-litre big lockers and 1meter of shelf unit. 11. Separate storage for work boots and other personal protection equipment, as well as drying/airing areas may need to be provided depending on conditions.  Sanitary and toilet facilities 1. Sanitary and toilet facilities are constructed of materials that are easily cleanable. 2. Sanitary and toilet facilities are cleaned frequently and kept in working condition.

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3. Sanitary and toilet facilities are designed to provide workers with adequate privacy,

including ceiling to floor partitions and lockable doors. 4. Sanitary and toilet facilities are not shared between men and women, except in family accommodation. 5. Adequate sanitary facilities should include a minimum of one toilet, one wash basin and one tub or shower for every six persons. 6. They should be provided at a convenient location which prevents nuisances. 7. Sanitary facilities provided should meet minimum standards of health and hygiene.  Toilet facilities 1. An adequate number of toilets is provided to workers. Standards range from 1unit to 15 Persons to 1 unit per 6 persons. For urinals, usual standards are 1unit to15 persons. 2. Toilet facilities are conveniently located and easily accessible. Standards range from 30 to 60 meters from rooms / dormitories. Toilet rooms shall be located so as to be accessible without any individual passing through any sleeping room. In addition, all toilet rooms should be well-lit, have good ventilation or external windows, have sufficient hand wash basins and be conveniently located. Toilets and other sanitary facilities should be (―must be‖ in cold climates) in the same building as rooms and dormitories.  Showers / bathrooms and other sanitary facilities 3. Shower / bathroom flooring is made of anti-slip hard washable materials. 4. An adequate number of hand wash facilities are provided to workers. Standards range from 1 unit to each 15 persons to 1 unit per 6 workers. Hand wash facilities should consist of a tap and a basin, soap and hygienic means of drying hands. 5. An adequate number of shower / bathroom facilities is provided to workers. Standards range from1unit to15 persons to 1unit per 6 persons. 6. Showers / bathrooms are conveniently located. 7. Shower / bathroom facilities are provided with an adequate supply of cold and hot running water.  Canteen, cooking and laundry facilities

1 Canteen, cooking and laundry facilities are built in adequate and easy to clean materials.

2 Canteen, cooking and laundry facilities are kept in a clean and Hygienic condition.

3 If workers can cook their own meals, kitchen space is provided separate from sleeping areas.

4 Cooking gas and other inflammables should be kept in a safe conditions and it should be away from sleeping area.  Laundry facilities 223

1. Adequate facilities for washing and drying clothes are provided. Standards range from

providing sinks or tubs with hot and cold water, cleaning soap and drying lines to providing washing machines and dryers.

2. When work clothes are used in contact with dangerous substance (for example, application of pesticide), special laundry facilities (washing machines) should be provided.  Canteen and cooking facilities

1. Canteens have areas on able amount of space per worker. Standards range from 1 square meter to1.5 square meters.

2. Canteens are adequately furnished. Standards range from providing tables, benches, individual drinking cups and plates to providing special drinking fountains.

3. Places for food preparation are designed to permit good food hygiene practices, including protection against contamination between and during food preparation.

4. Kitchens are provided with facilities to maintain adequate personal hygiene including a sufficient number of wash basins designated for cleaning hands with clean, running water and materials for hygienic drying.

5. Wall surfaces adjacent to cooking areas are made of fire-resistant materials. Food Preparation tables are also equipped with a smooth durable washable surface. Lastly, in order to enable easy cleaning, it is good practice that stoves are not sealed against a wall, benches and fixtures are not built in to the floor, and all cup boards and other fixtures and all walls and ceilings have a smooth durable washable surface.

6. All kitchen floors, ceiling and wall surfaces adjacent to or above food preparation and cooking areas are built using durable, non-absorbent, easily cleanable, non-toxic materials.

7. Wall surfaces adjacent to cooking areas are made of fire – resistant materials. Food preparation tables are equipped with a smooth, durable, easily cleanable non-corrosive surface made of non-toxic materials. Lastly, in order to enable easy cleaning, it is good practice that stoves are not sealed against a wall, benches and fixtures are not built in to the floor, and all cup boards and other fixtures have a smooth, durable and washable surface.

8. Adequate facilities for cleaning, disinfecting and storage of cooking utensils and equipment are provided.

9. Food waste and other refuse are to be adequately deposited in sealable containers and removed from the kitchen frequently to avoid accumulation.  Heating, air conditioning, ventilation and light (i) For facilities located in hot weather zones, adequate ventilation and / or air conditioning systems are provided. (j) Both natural and artificial lighting are provided and maintained in living facilities. It is 224

best practice that the window area represents not less than 5% to 10% of the floor area.

Emergency lighting is provided.  Drainage (a) The building site is adequately drained to avoid the accumulation of stagnant water.  Water (a) Access to an adequate and convenient supply of free pot able water is always available to workers. Depending on climate, weather conditions and accommodation standards, 80 to 180 litres per person per day are available. (b) Drinking water meets national / local or WHO drinking water standards. (c) All tanks used for the storage of drinking water are constructed and covered as to prevent water stored there inform becoming polluted or contaminated.

 Wastewater and solid waste (a) Wastewater, sewage, food and any other waste materials are adequately discharged, in compliance with local or World Bank standards–whichever is more stringent–and without causing any significant impacts on camp residents, the bio physical environment or surrounding communities. (b) Specific containers for rubbish collection are provided and emptied on a regular basis. Standard as range from providing an adequate number of rubbish containers to providing leak proof, non-absorbent, rust and corrosion-resistant containers protected from insects and rodents. In addition it is best practice to locate rubbish containers 30 metres from each shelter on a wooden, metal, or concrete stand. Such containers must be emptied at regular intervals (to be determined based on temperatures and volumes generated) to avoid un pleasant odours associated with decaying organic materials. (c) Pest extermination, vector control and disinfection are carried out throughout the living facilities in compliance with local requirements and /or good practice. Where warranted, pest and vector monitoring should be performed on a regular basis.  Health and safety 1. As far as possible, floors walls, ceilings and equipment should be constructed to minimize health risks. 2. The accommodations should be kept free of rats, mice, insects and vermin. 3. In areas where mosquitoes are prevalent, workers should be provided netting. 4. Separate facilities should be provided for sick workers to prevent the spread of transmissible diseases among the occupants. 5. Fire safety measures should be taken, including installing and maintaining fire equipment (alarms, extinguishers, etc.). 6. Workers should be trained in fire procedures. 7. Bedding should not contain flammable materials. 8. Radiators and other heating apparatus should be placed in shielded area so as to avoid risk of fire,

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9. Safety exits should be clearly marked. Adequate means of escape should be provided

and properly maintained 10. Provisions should be made for workers ‗physical safety and well-being, and protection of their belongings. 11. Measures should be reasonable and not unduly restrict workers ‗freedom of movement. 12. Workers should be allowed visits for social relations or business, including trade union business

 Standards for nutrition and food safety 1. The WHO keys to safer food or an equivalent process should be implemented (keep clean; Separate raw and cooked; cook thoroughly; keep food at safe temperatures; and uses after water and raw materials). 2. Food provided to workers contains an appropriate level of nutritional value and takes into account religious/cultural backgrounds; different choices of food are served if workers have different cultural/religious backgrounds. 3. Food is prepared by cooks. It is an l so best practice that meals are planned by a trained nutritionist.  Medical facilities First aid facilities 1. A number of first aid kits adequate to the number of residents are available. 2. First Aid kits are adequately stocked. Where possible a 24/7 first aid service/facility is available. 3. An adequate number of staff/workers are trained to provide first aid. 4. Where possible and depending on the medical infrastructures existing in the community, other medical facilities are provided (nurse rooms, dental care, and minor surgery).  What should be in a first aid kit? (k) There is no standard list and it very much depends on the assessment of the needs in a particular work place:  A leaf let giving general guidance on first aid, for example HSE leaf let Basic advice on first aid at work  Plasters in a variety of different sizes and shapes  small, medium and large sterile gauze dressings (six medium-sized (approximately 12 cmx 12cm) individually wrapped sterile on medicated wound dressings, two large (approximately 18 cm x18cm)sterile Individually wrapped non medicated wound dressings)  at least two sterile eye dressings  triangular bandages  crêpe rolled bandages  six safety pins  One pair disposable sterile gloves  tweezers  scissors 226

 alcohol-free cleansing wipes

 sticky tape  thermometer (preferably digital)  skin rash cream, such as hydro cortisone or calendula  cream or spray to relieve insect bites and stings  anti-septic cream  pain killers such as paracetamol (or infant paracetamol for children), aspirin (not to be given to children under 16), or ibuprofen  cough medicine  antitheist amine tablets  distilled water for cleaning wounds  eye wash and eye bath  What should be kept in the first aid room? (l) The room should contain essential first aid facilities and equipment. Typical examples of these are:  A sink with hot and cold running water  Drinking water and disposable cups  Soap and paper towels  A store for first aid materials  foot-operated refuse containers, lined with disposable yellow clinical waste bags or a container for the safe disposal of clinical waste  a couch with water proof protection, clean pillows and blankets  a chair  a telephone or other communication equipment  A record book for recording incidents where first aid has been given.

 Leisure, social and telecommunication facilities 1. Basic collective social / rest spaces are provided to workers. Standards range from providing workers multipurpose halls to providing designated areas for radio, TV, cinema & Recreational facilities. 2. Workers are provided with dedicated places for religious observance if the context warrants. 3. Workers have access to public phones at affordable / public prices (that is, not in flatted).

B. Managing workers ’accommodation  Management and staff 1. There are management plans and policies especially in the field of health and safety (with emergency responses), security, workers‘ rights, relationships with the communities. 2. An appointed person with the adequate background and experience is in charge of managing the workers ‗accommodation.

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3. If contractors are being used, there are clear contractual management responsibilities

and monitoring and reporting requirements. 4. Depending on the size of the accommodation, there is a sufficient number of staff in charge of cleaning, cooking and of general maintenance. 5. Staff members have received basic health and safety training. 6. Person‘s in charge of the kitchen are trained in nutrition and food-handling and adequately supervised.  Charging fees for accommodation and services 1. When fees are charged, workers are provided with clear information and a detailed Description of all payments made such as rent, deposit and other fees. 2. When company housing is considered to be part of workers‘ wages, it is best practice that workers are provided with an employment contract clearly specifying housing arrangements and regulations, in particular rules concerning payments and fees, facilities and services offered and rules of notice. 3. When fees are charged, the renting arrangements are fair and do not cost the worker more than a small proportion of income and never include as speculative profit. 4. Food and other services are free or are reasonably priced, never above the local market price. 5. The provision of accommodation or other services by employers as a payment for work is prohibited.  Health and safety on site 1. Health and safety management plans including electrical, mechanical, and structural and food safety have been carefully designed and are implemented. 2. The person in charge of managing the accommodation has a specific duty to report to the health authorities the outbreak of any contagious diseases, food poisoning and other important casualties. 3. An adequate number of staff / workers are trained to provide first aid. 4. A specific fire safety plan is prepared, including training of fire wardens, periodic testing and monitoring of fire safety equipment and periodic drills. 5. Guidance on the detrimental effects of the abuse of alcohol and drugs and other potentially harmful substances and the risk and concerns relating to HIV/AIDS and of other health risk- related activities is provided to workers. It is best practice to develop a clear policy on this issue. 6. Workers have access to adequate preventive measures such as contraception (condoms in particular) and mosquito nets. 7. Workers have easy access to medical facilities and medical staff. Where possible, female doctors / nurses should be available for female workers. 8. Emergency plans on health and fire safety are prepared. Depending on the local context, additional emergency plans are prepared as needed to handle specific occurrences (earthquakes, floods, tornadoes).  Security of workers’ accommodation 1. A security plan including clear measures, policies to protect workers against theft and

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attack should be carefully designed and implemented.

2. Security staffs have been checked to ensure that they have not been implicated in any previous crimes or abuses. Where appropriate, security staffs from both genders are recruited. 3. Security staffs have a clear mandate and have received clear instruction about their duties And responsibilities, in particular their duties not to harass, intimidate, discipline or discriminate against workers. 4. Security staffs have received adequate training in dealing with domestic violence and the use of force. 5. Security staffs have a good understanding about the importance of respecting workers‘ rights and the rights of the communities. 6. Body searches are only allowed in specific circumstances and are performed by specially trained security staff using the least-intrusive means possible. Pat down searches on female workers can only be performed by female security staff. 7. Security staff adopts an appropriate conduct towards workers and communities. 8. Workers and members of the surrounding communities have specific means to raise concerns about security arrangement and staff.  Workers ‘rights, rules and regulations on workers’ accommodation 1. Restriction of workers‘ freedom of movement to and from the site is limited and duly justified. It is good practice to provide workers 24/7 access to the accommodation site. Any restrictions based on security reasons should be balanced by the necessity to respect workers‘ freedom of movement. 2. Where possible, an adequate transport system to surrounding communities is provided. It is good practice to provide workers with free transportation to and from local communities. 3. With holding workers‘ ID papers is prohibited. 4. Freedom of association is expressly respected. Provisions restricting workers‘ rights on site should take into account the direct and indirect effect on workers‘ freedom of association. It is best practice to provide trade union representatives‘ access to workers in the accommodation site. 5. Workers ‗gender and religious, cultural and social backgrounds are respected. In particular, workers should be provided with the possibility of celebrating religious holidays and observances. 6. Workers are made aware of their rights and obligations and are provided with a copy of the internal workers‘ accommodation rules, procedures and sanction mechanisms in a language or through a media which they understand. 7. Housing regulations, including those relating to allocation of housing, should be non- discriminatory. Any justifiable discriminatory rules–for example all-male dormitories– should be strictly limited to the rules which are necessary to ensure the smooth running of the worker camp and to maintain a good relationship with the surrounding communities. 8. Where possible, visitor access should be allowed.

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Annexure XV: Letter of CMO for HFL

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Annexure XVI : MoM of GRC Meeting Held on 9.3.2020

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Annexure XVII: Consent/Permission required in the project

S.No. Particulars Applied Consent Remark Date Received Date 1 MPPCB (CTE & 02.12.2019 CTO for SPS /STP) 2 PWD 13.11.2019 01 location 3 MPRDC 13.11.2019 Submission of required documents is under process for 2 crossings of MPRDC 4 MPRRDA 12.02.2020 5 MPEB 13.11.2019 6 Water Resource 13.11.2019 22.11.2019 Received Dept. (WRD) for intake well 7 WRD for canal 13.11.2019 04 locations crossing 8 ULB for tree To be applied cutting 9 ULB (to establish To be applied labour Camps)

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Permission from PWD

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990

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Permission from MPRDC

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Permission from Water Resource Department

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Permission from Electrical Department

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Permission from MPRRDA

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Annexure XVIII : Action Plan for Greenbelt development

S. No. Description 1 Area allocated Along the boundary 930m2 (310m × 3m) Along the road 160m2 (80m × 2m) 2 No of Plants to be planted Along the boundary 56 trees and 124 shrubs Along the road 15 trees

3 Plantation schedule

construction phase- Along the 56 trees and 124 shrubs boundary Operation phase- Along the road 15 trees and open spaces

4 Manpower Requirement Horticulturist-1 , Gardner1

As per CPCB for absorption of gases Plant should have following parameters (Ref Guidelines for Developing Greenbelts by CPCB) Tolerance towards pollutants in question, at concentration, that are not too high to be instantaneously lethal. a) Longer duration of foliage. b) Freely exposed foliage through. c) An adequate height of crown. d) Openness of foliage in canopy. e) Big leaves (long and laminar surfaces). f) Large number of stomata lapertures g) Stomata well exposed (in level with the general epidermal surface). Possible generating gasses in STP area (Aerobic treatment) a) Chlorine (Cl) – Leaks in chlorine storage tank, hydro choric acid mist. b) Hydrogen Sulphide (H2S) – Decay and decomposition of organic wastes, dumps sewage etc. c) Carbon Oxide (CO & CO2) – Organic respiration Smith (1981) has given estimated absorption of gaseous pollutants by dry soil and vegetative surfaces to emphasize relative differences in their efficiencies to remove pollutants. He also assesses pollutants removal efficiency of a ‗Model Forest Hectare‘ developed by US EPA in which composition of plants are as follows.

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Name of Plant Species Height Canopy- Dust Air

Architecture Collecting Index Pollution efficiency tolerance Azadirachta indica – Tall Semi-erect Fair Medium Neem Tree Polyalthia longitolia - Tall Erect Moderate Medium Ashok tree Tectona grandis- Teak Tall Erect Moderate Medium Tree Bauhinia Purpurea- Medium Semi-erect Good Medium Kachnar tree Butea monosperma- Medium Semi-erect Good Low Palash tree Cassia fistula – Amaltas Medium Round Fair High Tree Thespesia populnea - Medium Round Moderate Medium Pipal tree Acacia Arabica - Acacia Dwarf Round Good Medium Tree Diospyros embryo Pteris Dwarf Round Moderate High Thevetia nerifolia - Kaner Dwarf Round Fair Low Tree Royal Poinciana- Dwarf Semi-erect Good Gulmohar Tree mangifera indica- Mango Medium Semi-erect Good Medium Tree

Estimate for Capital Cost for Green belt development (As per Central Public work department Schedule of rates analysis of rates and specifications Horticulture and Landscaping 2016)

Item Description Quantity Amount No 1 Digging holes in ordinary soil and refilling the same with the 195 46166.25 excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts: 2.14.1 Holes 1.2 m dia and 1.2 m deep 2 Supplying and stacking sludge at site including royalty and 195 45932.25 carriage up to 5 km complete (sludge measured in stacks will be reduced by 8% for payment). 3 Supply and stacking of plant of height 150- 165 cm. in big poly 195 9750 bags of size 25 cm. 4 Spreading of sludge, dump manure and/or good earth in required 195 6035.25 thickness 5 Complete maintenance of shrubs 195 216450 (Outside garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, 324333.75

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Annexure XIX: Sludge Management Plan (SMP) For Shajapur Sewerage Project

Table of Contents Definitions

1. INTRODUCTION

1.1 Background

1.2 Objectives

1.3 Legislation

1.4 Environment, Health and Safety aspects

2. SLUDGE PRODUCTION

3. SLUDGE COLLECTION, HANDLING & DEWATERING

4. TESTING OF SLUDGE

5. TRANSPORTATION & DISPOSAL OF SLUDGE

Annexure – A

Annexure – B

Annexure – C

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Abbreviations

ABS Area Based System AD Anaerobic Digestion ADS Air Density Separator / De-stoner AFR Alternative Fuels and Raw material ALM Advanced Locality Management BFB Bubbling Fluidized Bed BIS Bureau of Indian Standards BOD Biochemical Oxygen Demand C&D Construction & Demolition CA Contract Agreement CBG Compressed Biogas CBOs Community Based Organizations CE Combustion Efficiency CFB Circulating Fluidized Bed CMO Chief Municipal Officer CNG Compressed Natural Gas COD Chemical Oxygen Demand CPCB Central Pollution Control Board CPHEEO Central Public Health and Environmental Engineering Organization CSTR Continuously Stirred Tank Reactor D2D Door-to-door DBO Design-Build-Operate DC Drain Cleaning DI Ductile Iron DPR Detailed Project Report DRANCO Dry Anaerobic Composting DRE Destruction Removal Efficiency DWCC Dry Waste Collection Centers EIA Environment Impact Assessment EM Effective Micro Organisms EMP Environmental Management Plan EPTRI Environment Protection Training and Research Institute ESI Employees‘ State Insurance ESHS Environment, Social, Health & Safety ESP Electrostatic Precipitator ETP Effluent Treatment Plant EU European Union FAQ Frequently Asked Question FCA Full Cost Accounting FCO Fertilizer Control Order FRP Fiber Reinforced Plastic GHG Green House Gas GIS Geographic Information System 243

GoI Government of India

GoMP Government of Madhya Pradesh GPS Global Positioning System GSB Granular Sub Base GSI Geologic Survey of India HAPs Hazardous Air Pollutants HDPE High-Density Polyethylene HH Households HRT Hydraulic Retention Time HUDCO Housing and Urban Development Corporation IARI Indian Agricultural Research Institute ICT Information and Communication Technology IEC Information, Education and Communication KPI Key Performance Indicators LCS Leachate Collection System LCV Light Commercial Vehicle M&E Monitoring & Evaluation MIS Management Information System MoEF&CC Ministry of Environment and Forests & Climate Change MoUD Ministry of Urban Development MPPCB Madhya Pradesh Pollution Control Board MPUDC Madhya Pradesh Urban Development Company MPUDP Madhya Pradesh Urban Development Project MRF Material Recovery Facility MSW (M&H) Municipal Solid Waste (Management and Handling) MSWMP Municipal Solid Waste Management Plan NCV Net Calorific Value O&M Operation and Maintenance PPE Personal Protection Equipment SBR Sequential Batch Reactor SLB Service Level Benchmark SLF Sanitary Landfill Facility STP Sewage Treatment Plant

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Definitions

i. "anaerobic digestion" means a controlled process involving microbial decomposition of organic matter in the absence of oxygen; ii. "authorization" means the consent given by the Board or Committee to the "operator of a facility"; iii. "biodegradable substance‖ means a substance that can be degraded by micro- organisms; iv. "bio-methanation" means a process which entails enzymatic decomposition of the organic matter by microbial action to produce methane rich biogas; v. "collection" means lifting and removal of solid wastes from collection points or any other location. vi. "composting" means a controlled process involving microbial decomposition of organic matter; vii. "demolition and construction waste" means wastes from building materials debris and rubble resulting from construction, re-modelling, repair and demolition operation; viii. "disposal" means final disposal of municipal solid wastes in terms of the specified measures to prevent contamination of ground-water, surface water and ambient air quality; ix. "Form" means a Form appended to these rules; x. "generator of wastes" means persons or establishments generating municipal solid wastes; xi. "land filling" means disposal of residual solid wastes on land in a facility designed with protective measures against pollution of ground water, surface water and air fugitive dust, wind-blown litter, bad odour, fire hazard, bird menace, pests or rodents, greenhouse gas emissions, slope instability and erosion; xii. "leachate" means liquid that seeps through solid wastes or other medium and has extracts of dissolved or suspended material from it; xiii. "lysimeter" is a device used to measure rate of movement of water through or from a soil layer or is used to collect percolated water for quality analysis; xiv. "municipal authority‖ means Municipal Corporation, Municipality, Nagar Palika, Nagar Nigam, Nagar Panchayat, Municipal Council including notified area committee (NAC) or any other local body constituted under the relevant statutes and, where the management and handling of municipal solid waste is entrusted to such agency; xv. "municipal solid waste" includes commercial and residential wastes generated in a municipal or notified areas in either solid or semi-solid form excluding industrial hazardous wastes but including treated bio-medical wastes; xvi. "operator of a facility" means a person who owns or operates a facility for collection, segregation, storage, transportation, processing and disposal of municipal solid wastes and also includes any other agency appointed as such by the municipal authority for the management and handling of municipal solid wastes in the respective areas; xvii. "palletization" means a process whereby pellets are prepared which are small cubes or cylindrical pieces made out of solid wastes and includes fuel pellets which are also 245

referred as refuse derived fuel; xviii. "processing" means the process by which solid wastes are transformed into new or recycled products; xix. "recycling‖ means the process of transforming segregated solid wastes into raw materials for producing new products, which may or may not be similar to the original products; xxi. "segregation" means to separate the municipal solid wastes into the groups of organic, inorganic, recyclables and hazardous wastes; xxii. "State Board or the Committee" means the State Pollution Control Board of a State, or as the case may be, the Pollution Control Committee of a Union territory; xxiii. "storage" means the temporary containment of municipal solid wastes in a manner so as to prevent littering, attraction to vectors, stray animals and excessive foul odour; xxiv. "transportation " means conveyance of municipal solid wastes from place to place hygienically through specially designed transport system so as to prevent foul odour, littering, unsightly conditions and accessibility to vectors; xxv. "vadose water" water which occurs between the ground, surface and the water table that is the unsaturated zone; xxvi. "vermicomposting" is a process of using earthworms for conversion of biodegradable wastes into compost.

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1. INTRODUCTION

The management of sewage sludge in an economically and environmentally acceptable manner is one of the critical issues facing modern society, due to the very fast increase in sludge production. Sludge is the residual, semi-solid material that is produced as a by-product during sewage treatment of municipal wastewater. When fresh sewage or wastewater enters a primary settling tank, approximately 50% of the suspended solid matter will settle out in an hour and a half. This collection of solids is known as raw sludge or primary solids and is said to be "fresh" before anaerobic processes become active. The sludge will become putrescent in a short time once anaerobic bacteria take over, and must be removed from the sedimentation tank before this happens.

This is accomplished in one of two ways. Most commonly the fresh sludge is continuously extracted from the bottom of a hopper shaped tank by mechanical scrapers and passed to separate sludge digestion tanks. In some treatment plants an Imhoff tank is used where sludge settles through a slot to the lower story or digestion chamber where it is decomposed by anaerobic bacteria, resulting in liquefaction and reduced volume of the sludge.

Secondary treatment process also generates a sludge largely composed of bacteria and protozoa with entrained fine solids and this is removed by settlement in secondary settlement tanks. Both sludge streams are typically combined and are processed by anaerobic or aerobic treatment process at either high temperature or at ambient temperature. After digesting for an extended period, the result is called "digested" sludge and may be disposed of by drying and then landfilling. The amount of sewage sludge produced is proportional to the amount and concentration of wastewater treated, and it also depends on the type of wastewater treatment process used. It can be expressed as kg dry solids per cubic meter of wastewater treated.

1.1 Background

Shajapur is a district headquarter and a city among the important cities of Western Madhya Pradesh. It is situated 60 Km from Dewas on National Highway No. 3 (Agra-Mumbai Road), 180 km from Bhopal – the State Capital in the south East and 95 km from Indore in the south West. Shajapur geographically lies at Latitudes 23o25‖ North and Longitude 75o25‖ East & 435 meters above mean Sea Level. The city is situated on the banks of Chillar River. The proposed project is under MPUDP which is funded by the World Bank under MPUDC limited.

The project has been designed as de-centralized system, dividing the whole town into two Sewage Treatment Plants (STPs). Intermediate pumping is provided in some region wherever essential for the economics of the design of proposed sewerage system. For sewage collection, the entire area under the Municipal Boundary, after considering various options based on the topography and physical barriers (river Chillar and railway line divide the town 247

into two parts), has been divided into two zones: 1.) smaller zone with pack aged STP of

capacity 0.35 MLD; and 2.) Main Township with STP of capacity 10.90 MLD. Total length of the proposed sewer network is 115687 m and 4180 manholes are proposed to be constructed under the said project.

1.2 Objectives • To ensure proper storage and disposal of sludge. • To avoid environmental harm and human health interference. • To ensure all statutory and regulatory norms are followed. • Disposal of sludge through legal procedure.

1.3 Legislation

Indian waste management policy is based mainly on the Solid Waste Management Rules, 2016. It is obligatory on the part of all the Municipal Authorities/ULBs to arrange for collection, segregation, transportation and suitable disposal of municipal wastes of the municipal towns/cities.

Manual on Municipal Solid Waste Management – 2016: It provides decision makers with guidance on the key issues of MSW management and promotes understanding of challenges and opportunities thereby guiding them in initiating necessary processes to achieve the goals. The manual provides guidance primarily to the senior management, financial and technical heads of department at ULB level, health officers, technical staff and private operators. Providing a detailed design of requirements on planning framework, adoption of several operating mechanisms and appropriate technologies for all aspects of MSWM. The manual also discusses the management of domestic hazardous waste including special waste steams which get mixed with municipal solid waste but need to be treated separately. Also, it is comprising of national rules and guidelines, international practices on waste minimization, detailed designs of compost plant and landfill, covering guidelines for the operational staff, private operators, experts and training institutes for facilitating informed decisions.

1.4 Environment, Health and Safety aspects

Epidemiological studies have shown that a high percentage of workers who handle refuse, and of individuals who live near or on disposal sites, are infected with gastrointestinal parasites, worms and related organisms. Contamination of this kind is likely at all points where waste is handled.

Although it is known that vector insects and rodents can transmit various pathogenic agents (amoebic and bacillary dysentery, typhoid fever, salmonellosis, various parasites, cholera, yellow fever, plague and others), it is often difficult to trace the effects of such transmission to a specific population. During the last decade of the 19th century as well as 248

during the 5 initial years of 20th century, millions of people died due to Bubonic Plague in

India, which had linkages to poor management of Solid Waste. More recently a study by the US Public Health Service has demonstrated the relationship of 22 human diseases to improper solid waste management.

Most development activities are expected to have a beneficial effect on human health by increasing the resources available for food, education, employment, water supply, sanitation and health services. Proper management of waste should have minimum effects on environment and health impacts.

In order to minimise adverse impact on the environment due to various activities involved in sludge management. The various mitigation measures to be adopted during collection and disposal of wastes are as follows:

• It is preferable that the container used for collection of waste will be of closed type so that the waste is not exposed and thus the possibility of spreading of disease through files and mosquitoes is minimised. • Collection system will be properly supervised so that quick and regular removal of waste from the dustbin is practiced. • The workers directly involved in collection and disposal activities will be provided with goggles, gum boots, hand gloves, mask, etc. • Soil cover will be applied over the compacted sludge at the disposal site. The cover will prevent breeding of disease vectors and escape of gases of decomposition; minimise leaching, suppress foul odour, and provide better aesthetics. • Regular monitoring of carbon monoxide, methane and hydrogen sulphide will be carried out to check the emissions of such pollutants. • Open burning of sludge cake & other waste will be completely discouraged. • Piped water supply should be provided at the site for sprinkling of water to keep down the dust and for fire-fighting. • Continuous monitoring of ground water quality adjoining the disposal site should be carried out. • The surface water run-off should be collected and safely treated and disposed off. This will prevent accumulation of water and avoid breeding of flies & mosquitoes. • Leachate collection and treatment system should be provided at the source. • Necessary first aid facilities will be provided to the working staff.

In case of occurrence of any accidental event during collection, segregation, storage, processing, treatment and disposal facility or disposal site or during the transportation of such wastes, as per the MSW (M & H) Rules 2000, reporting of the such accident will be done according to the form attached as annexure C. Other aspects of Environment, Health and Safety are already covered in the ESHS plan of Shajapur Sewerage Scheme.

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2. SLUDGE PRODUCTION

The solid by-products of sewage treatment are classified as sewage wastes. They are mostly organic and derive from the treatment of organic sludge from both the raw and treated sewage. The inorganic fraction of raw sewage such as grit is separated at the preliminary stage of treatment, but because it entrains putrescible organic matter which may contain pathogens, must be buried/disposed off without delay. The bulk of treated, dewatered sludge is useful as a soil conditioner but invariably its use for this purpose is uneconomical.

The Sewage will be treated through following steps using Sequential Batch Reactor technology:

1. Stilling Chamber- Raw sewage collected into stilling chamber from where it shall be taken into downstream fine screen. At stilling chamber velocity of incoming sewage is reduced. 2. Fine Screening – Mechanical and manual fine screens will be provided to screen out floating and oversized material more than 6mm like plastic, debris, weeds, cloths etc. Fine screen shall be placed in inclined position and clogged material drop into wheel barrow and send for further disposal. 3. De-Gritting – Mechanical grit channel removes grit and small inorganic particulate matters of specific gravity 2.65 and particle size above 150 microns. The separated grit will be collected properly and send for disposal. 4. SBR Process: - Primarily treated sewage will be then fed into SBR basin. Treatment mode is in batch reactor mode. The complete biological cycle divided into cycle. Basic cycle comprises of, 1) Fill Aeration, 2) Settling, 3) Decanting. These phases in a sequence constitute a cycle, which is then repeated. 5. Chlorination System- Treated sewage will be collected in chlorination tank where treated sewage will be disinfected with calculated dose of disinfectant. 6. Sludge handling System- Centrifuging system is used for sludge dewatering. The dewatering polyelectrolyte will be added in calculated dosing rate for dewatering of sludge.

The tentative quantity of sludge produced is 312.59 m3/day having 83% sludge consistency. The tentative quantity of dried sludge (sludge cake) produced will be 11.89m3/day. The detailed calculation of tentative sludge production by 11.10 MLD is mentioned in the annexure A of this document.

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3. SLUDGE COLLECTION, HANDLING & DEWATERING

The surplus sludge from SBR process basin is withdrawn through sludge withdrawal system. Further sludge is collected in sludge sump. The sludge then pumped to solid bowl centrifuge for dewatering. The centrifuge pump shall be of positive displacement type screw pump.

The dewatering polyelectrolyte dosed to centrifuge feed. Sludge dewatering separates sludge into liquid and solid components for waste minimization. It is important to note that dewatering is not intended to treat the sludge or liquid, it only separates the solid and liquid components so that it is easier and more cost-effective to handle the separate phases for final disposal. The sludge from centrifuge collected in the form of wet cake and dispose off through legal procedure and the procedure mentioned in the contract agreement.

Sludge in the form of wet cake withdrawn from centrifuge and will be collected send to the sludge drying beds as well as sludge storage yard. The sludge collection bed will be designed with capacity to accumulate the sludge for seven days. The tentative quantity of the sludge produced is 11.89m3/day, therefore the total sludge collected in a week will be 83.23m3. the provision for 100 m3 is provided at the STP-1 location. The sludge will be collected on bed which is made up of the Original Land material. As the sludge will not have water content, the sludge collection bed will not be facilitated with leachate/filtrate collection.

4. TESTING OF SLUDGE

The physical and chemical characteristic of sludge will be checked in the Laboratory accredited by National Accreditation Board for Testing and Calibration Laboratories (NABL), which will be intimated to the client before starting of operational phase and records will be maintained. The sludge parameters to be checked once at the operational phase of sewage treatment plant are:

Sr. No Parameter 1 Moisture 2 pH 3 Conductivity 4 Cation Exchange capacity 5 Calcium (Ca) 6 Magnesium (Mg) 7 Sodium (Na) 8 Potassium (K) 9 Phosphorous 10 Nitrogen 11 Organic Carbon 251

12 Organic Matter

13 Mercury (Hg) 14 Arsenic (As) 15 Cadmium (Cd) 16 Chromium (Cr) 17 Lead (Pb) 18 Microbiological

In order to ensure safe implementation of the disposal procedure, the specification mentioned in the MSW (M & H) Rules 2000 shall be followed.

5. TRANSPORTATION & DISPOSAL OF SLUDGE The effective optimization of a sewage sludge treatment and disposal system requires correct planning of the operations linking the treatment steps to those of disposal/use, i.e. storage and transportation. transport by truck is the most widespread method used. The most significant advantages are relatively low investment costs and a high degree of flexibility. Rerouting and alteration of collection points are also easily arranged. Drawbacks are possible leakage and odour/dust emission. The dewatered sludge will be transported to the trenching ground on regular basis. The sludge will be covered properly and covering aid to avoid contamination of sludge with surrounding environment during transportation. The transportation of sludge will be in authorized vehicle. The vehicle driver will be well trained with the precautions to be taken in case of accidental release of sludge while transportation. The route for transporting sludge to the disposal site is shown in the figure below.

Figure 1: Route for sludge disposal from STP-1 to Trenching Ground

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The digested dry sludge will be transported on every seventh day to trenching ground which is nearly 750m from the STP -1. The route of STP-1 to the Trenching Ground is far from the densely populated area and approach road is clear from traffic most of the time. The digested sludge will be transported to the trenching ground and village Bhilwadiya having Khasra no 1110/10/1 and 672/min-2 & 673/min-2 respectively. The letter of CMO for allotment of land for sludge disposal is enclosed as annexure B of this document. The disposal land is owned by the Shajapur Nagar Palika Parishad.

Sludge subjected to disposal shall be compacted in thin layers using compactors to achieve high density. It shall be covered immediately or at the end of each working day with minimum 10 cm of soil, inert debris or construction material till such time waste processing facilities for composting or recycling or energy recovery are set up. Prior to the commencement of monsoon season, an intermediate cover of 40- 65 cm thickness of soil shall be placed on the disposal site with proper compaction and grading to prevent infiltration during monsoon. Proper drainage berms shall be constructed to divert run-off away from the active cell of the disposal site. After completion, a final cover shall be designed to minimize infiltration and erosion. The final cover shall meet the following specifications, namely:

a. The final cover shall have a barrier soil layer comprising of 60 cm of clay or amended soil with permeability coefficient less than 1 x 10-7 cm/sec. b. On top of the barrier soil layer there shall be a drainage layer of 15 cm. c. On top of the drainage layer there shall be a vegetative layer of 45 cm to support natural plant growth and to minimize erosion.

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Annexure – A

Calculation of Sludge Production

Total flow (Both STP) 11.25 MLD Total flow 11250000 l/day BOD Inlet 220 mg/l BOD Outlet 10 mg/l BOD Removed 210 mg/l Sludge Generated 2362500000 mg/day Sludge Generated 2362.5 Kg/day Specific Sludge Yield 0.97 Kg/Kg of BOD Removed Sludge produced 2292 Kg/day Chemical Sludge produced 46 Kg/day Total Sludge produced 2338 Kg/day 0.5-1% (As per CPHEEO Manual Sludge consistency at centrifuge inlet 0.008 Chapter 6 page (6-2) Sludge consistency (Volume of Excess Sludge) 292.2 Cum/day Solid Concentration of Dewatered Sludge 0.200 (95% efficiency for solid capture) Solid Concentration in excess sludge 10.678 Cum/day Volume of Sludge generated from Sludge 10.678 Cum/day thickener/Cake Volume of Sludge generated per year 3897.31163 Cum Volume of Sludge generated in 20 year 77946.2326 Cum Total area available in land fill site 7 Ha Total area available in land fill site 70000 Sqm Height of land fill site required 1.11351761 m

As per the above calculations, it is found that land is sufficient to accumulate the sludge in the sludge disposal site.

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Annexure – B CMO letter for allotment of site for sludge disposal

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Annexure XX CMO Shajapur letter regarding Water supply connection and work

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Annexure XXI CMO Shajapur letter regarding availability of land for IPS

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Annexure XXII : SOPs to respond COVID-19

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Annexure XXIII : COVID-19 response Checklist

Monitoring format to capture the data from worksite with respect to COVID 19

Sr. No. Particulars 1 Week/ Duration 2 Worksite /location / office 3 Total no of maximum availability of labour during the week (No.) 4 Total no of maximum availability of company staff during the week (No.) 5 Total Engaged man power including your company officials (No.) 6 Labour absence for more than 5 days from work (No.) Medical insurance with coverage of COVID-19 (no. of labour covered, please provide 7 details)- sheet may be attach if required Case reported with Fever/Cough/Shortness of breath (no.)/ other COVID 19 Symptoms 8 like Fatigueless etc. (No.) 9 Pre-existing medical conditions (like asthma, diabetes, heart disease) (No.) 10 Case reported with other illness / sickness symptoms (No.) 11 Cases hospitalized (No.) 12 Referral system developed with hospital/nearby medical facility 13 Cases recovered (No.) 14 Cases Deceased (No. if any) No. of training conducted on infection prevention & Social distancing maintained at site, 15 camp and office (enclose evidence as pics) 16 No. of posters/banners installed at site/office regarding awareness of COVID 19 17 Available Space in the Labour shelter (sq. meter) Separate shelter / Room‘s provided for labour who has initial symptoms of COIVD 19 18 (yes/no, if yeas please provide details with evidence) 19 Wash stations (No.) 20 Availability of Mask (N95 or FFP2) (No.) 21 Distributed Mask to the labour/staff (No.) 22 Separate shelter / Room‘s available for female workers (yes/no) 23 Availability of toilet and Wash area with running water in tab (No.) 24 Sanitizer and soap availability at various appropriate place 25 Remarks, if any Signature

Prepared by: Checked By: Recommended & forward by Project Manager Project Manager Team Leader Contractor PIU PMC, Bhopal Date:

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Monitoring format to capture the data from worksite w.r.t. COVID 19

Name of Project: City: ……………………Construction company: - ……………………………

Monitoring Infection prevention practice w.r.t. COVID 19 /Tasks/ Timeline s.no responsibility Activates /frequency /frequency PIU &PMC 1. Conduct safety meetings by phone or using digital platforms Weekly Monthly basis E-learning program / Onsite site Training for all staff and labour in the symptoms of COVID-19, how it is spread and how to protect themselves. Train on correct use and disposal of personal 2. Fort-nightly ,, protective equipment (PPE), including gloves, gowns, facemasks, eye protection and respirators (if available) and check that they understand Access to the worksite will be limited to only those necessary for Regular 3. ,, the work. /daily All visitors will be pre-screened to ensure they are not exhibiting Regular 4. ,, symptoms /daily If found symptoms like Fever/Cough/Shortness of breath (no.)/ 5. other COVID 19 Symptoms like Fatigueless etc. (to self-isolate or ,, not) Provide protective equipment (PPE) to labour /project staff 6. ,, ,, assigned cleaning/disinfecting tasks Provide hand sanitizer and maintain Safety Data Sheets of all 7. ,, ,, disinfectants used on site. Maintaining good hygiene: wash hands with handwash or soap 8. and water for at least 20 seconds., use alcohol-based hand rub with ,, ,, at least 60% alcohol. Provide & ensure the use of proper PPE including mask (N95 or 9. ,, ,, FFP2) among all team members and labour Ensure sufficient tools for everyone use to avoid sharing tools 10. ,, ,, with co-workers. If not, disinfect before and after each use.

Ensuring sufficient no of portable job site toilets which are to be 11. ,, ,, cleaned at least twice per week and disinfected on the inside 12. Remarks, if any Signature

Prepared by: Checked By: Recommended & forward by Project Manager Project Manager Team Leader Contractor PIU PMC, Bhopal Date: 276

Annexure XXIV: Grievance Redressal Format

(To be completed by the concerned PIU/ Contractor)

Name of town & Package No. Project Name Name of Project Manager & Concerned PIU Name of Contractor & his Project Manager Name of Complainant & his status (citizen/ official of ULB or any other organization/ others) Number (given in the register) of the complaint Nature of Complaint (Safety issue/ utility breakage/ accident/ quality related/ restoration/ damage to structure / others) Date of Complaint Date of Complaint informed to contractor time required/ given to contractor for resolution (in case of safety &/or accidents, the time given shall be immediate but not exceeding 5 hours) Complaint attended Date of Start Action Taken Date of closing of complaint Whether the complaint is attended in time Yes / No If the complaint is not attended in time, whether the complainant was informed. If yes, when and how. If not, why Signature of the contractor‘s representative

Reconciliation from the complainant Date Reconciliation Done by (Name) Statement of aggrieved (Satisfied / Not Satisfied) Name & Signature of PMC representative Name & Signature of PIU representative

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Annexure XXV : Labour Management Procedures

1. INTRODUCTION The Labour Management Procedures (LMP) is developed to manage and mitigate potential risks under the Madhya Pradesh Urban Development Project, funded by the World Bank. The LMP sets out the Project‘s approach to meeting state and central government requirements as well as the objectives of the World Bank‘s Environmental and Social Framework. 2. OVERVIEW OF LABOUR USE ON THE SUB PROJECT CHINDWARA

Number of Project Workers: Maximum total number of 100 labour is to be engaged in a day at all project sites combined including Sewerage Treatment Plant, IPS and sewerage network.

Characteristics of Project labour: Labour Management Plan and procedure applies to all project workers, weather full time/ Part time, temporary, seasonal or migrant workers. Given the nature of the project workforce (mostly semiskilled construction labour) and characteristics of the labour force market in MP, it is likely that the workforce, especially the lower-skilled workers, are predominantly male. The majority of Labour are locally hired with the exception of a few skilled workers. Provisions are made for training and Capacity development and hire as many as possible from local communities where the activities are taking place.

Timing of Labour Requirements: The workers will generally be required full time for the project duration. Civil Works contract workers will be as per the requirement . Duration of the engagement of labour will be based on the duration of respective sub-components of the project or full project tenure.

3. ASSESSMENT OF KEY POTENTIAL LABOUR RISKS

Potential Labour Risks:

Labour risks associated with contracted workers at subproject level: Subprojects is being implemented by M/S P. Das Infrastructure and most contracted workers are being hired locally. All contractors are having written agreement for subletting the activities in line with objective of MP UDP .

Occupational Health and Safety (OHS) risks are low to moderate in the Sewerage Treatment Plant, and Underground Drainage of Shajapur. Since the majority of contracted workers are unskilled and untrained local population, however, risk remains that some incidence may occur that lead to injuries.

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Employment risks: Workers are being hired by the contractor, either directly as project staff or indirectly as part of contracts with Consultants or service providers. The practice shows that civil works subcontractors do practice a Labour contract with a lump-sum payment for a certain type of service or scope of work.

(Remark: Detailed guidelines on OHS are being enclosed as annexure XXVI of C-ESA report)

4. BRIEF OVERVIEW OF NATIONAL LEGISLATION Following acts are applicable:-

• Minimum Wages Act 1948 • Payment of Wages Act, 1936 • The Payment of Bonus Act 1965 • Employees provident fund Act 1952 • The Workman Compensation Act, 1923 • Inter-State Migrant Workmen (Regulation of Employment and Conditions of Service) Act, 1979 • MP Building and other constriction workers Act (Regulation of Employment and Conditions of Service) 1996. • Sexual Harassment of women at workplace Act, 2013 • Child Labour (Prohibition and regulation) Act,1986 • The contract Labour (regulation and Abolition) Act, 1970 Remark: The Chapter no. 3rd of C-ESA may be referred for more detail information regarding the labour laws and policies applicable in the project.

5. RESPONSIBLE STAFF

Project Manager of Contractor‘s Team are accountable and responsible for all the workers associated with the project. Social and Environmental specialists of Contractor, Project Manager of Project Implementation Unit and Team of Project Management Consultants are jointly responsible for the following: • Implement this labour management procedure. • Ensure that civil works contractors comply with these labour management procedures, and also prepare occupational health and safety plans before mobilizing to the field. • Ensure the contracts with the contractors are developed in line with the provisions of this LMP and the project‘s ESMF/ESMP. • Monitor contractors and subcontractors‘ implementation of labour management procedures. • Monitor compliance with occupational health and safety standards at all workplaces in line with state and National government labour legislation. 279

• Monitor and implement training on LMP and OHS for project workers.

• Ensure that the grievance redress mechanism for project workers is established and implemented and that workers are informed of its purpose and how to use it. • Have a system for regular monitoring and reporting on labour and occupational safety and health performance. • Occupational health and safety (OHS), Training of workers (Tool Box Etc.) are being dealt by Health and safety officer /Environmental of contractor. 6. POLICIES AND PROCEDURES • As specified in the labour Code, employment of project workers is based on the principles of non- discrimination and equal opportunity. There will be no discrimination with respect to any aspects of the employment relationship, including recruitment, compensation, working conditions and terms of employment, access to training, promotion or termination of employment. The following measures are being followed by contractors and implement and monitored by the PIU‘s & PMC Social Safeguards Specialists, to ensure fair treatment of all labour (may refer Annexure XXXI) • Recruitment procedures will be transparent, public and non-discriminatory, and open with respect to ethnicity, religion, sexuality, disability or gender. • Applications for employment will only be considered if submitted via the official application procedures established by the contractors. • Clear job descriptions will be provided in advance of recruitment and will explain the skills required for each post. • All workers will have written contracts describing terms and conditions of work and will have the contents explained to them. Workers will sign the employment contract. • Unskilled labour will be preferentially recruited from the surrounding communities. • The contracted workers will not be required to pay any hiring fees. If any hiring fees are to be incurred, these will be paid by the Employer. • Depending on the origin of the employer and employee, employment terms and conditions will be communicated in two languages, in the state language and the language that is understandable to both parties. • In addition to written documentation, an oral explanation of conditions and terms of employment will be provided to workers who may have difficulty understanding the documentation. • All workers will be 18 years old or above for civil works. • Work hours are set 8 hours a day, 48 hours a week, with a weekly rest day for engaged labour. 7. AGE OF EMPLOYMENT • Contractor will ensure that no construction workers under 18 years are employed. • Contractors will be required to verify and identify the age of all workers through proper documentary evidence. The penalty procedure is being followed if underage workers are found working on the project 8. TERMS AND CONDITIONS • The employment terms and conditions applying to contractor‘s team members are being set out 280

in this document. These internal labour rules will apply to all who are assigned to work on the

project. • Labour wages, hours and other applied provisions are as per the standard labour law and policies. Work hours are set 8 hours a day, 48 hours a week, with a weekly rest day for engaged labour. 9. GRIEVANCE MECHANISM • A grievance mechanism is a procedure that provides a clear and transparent framework for addressing grievances related to the recruitment process and in the workplace. This typically takes the form of an internal procedure for complaints as well as external process, followed by consideration and management response and feedback system. • A common grievance mechanism (GM) is already developed by MPUDC for stakeholders including all types of workers to raise workplace concerns. GM is accessible to all labour, worker, employees and community through various means (written, telephone, fax, social media and online through CM Helpline etc). Grievance logbook is maintained in site office. 10. CONTRACTOR MANAGEMENT • Construction and other contracts include provisions related to labour and occupational health and safety as provided in the World Bank Standard Documents and state/Central Government Legislation. • Contractor will manage and monitor the performance of contractors in relation to contracted workers, focusing on compliance by contractors with their contractual agreements (obligations, representations, and warranties) and labour management procedures. This includes inspections, and/or spot checks of project locations and work sites as well as of labour management records and reports compiled by contractors. Contractors‘ labour management records are being maintained by contractor and reviewed and monitored by PIU and PMC.

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Annexure XXVI :Guidelines for the Management of Environmental, Health and Safety in the

Project construction sites Background Madhya Pradesh is geographically the second largest, fifth populous, and eighth most urbanized state in India. Rapid urbanization in MP has seen sprouting of new urban settlements across the state, more often close to existing cities. To respond to the challenges of urbanization, State government undertook an ambitious program with the support of World Bank called Madhya Pradesh Urban Development Programme (MPUDP). This program focused on accessing urban sector central schemes, and setting-up three state missions to respond to the needs of towns not covered under the central schemes. Madhya Pradesh Urban Development Company (MPUDC) is implementing the MPUDP in the state. Construction work can be particularly hazardous. Personal protective equipment, fire safety, electrical safety, confined space entry, emergency preparedness, biological safety, chemical safety, hazardous waste disposal, vehicle safety and other precautions are essential for safe construction work. In this context, the project monitoring unit of MPUDP decided to develop a detailed guideline to ensure the quality standards for effective management of environment, Health and Safety issues in the implementation of world bank supported MPUDP All Construction Companies working in projects are responsible for implementing the guidelines in their respective projects. These guidelines are not intended to be a step‐by‐step procedure for each activity. It is a guideline document that outlines general activities, procedures, and requirements for all the projects throughout the construction phase of the sub projects. These procedures must always be read and implemented in conjunction with the related Contract Conditions. The construction works shall be undertaken in accordance with Environmental, Health and Safety guidelines under the World Bank supported subproject. The guidelines are organized are as follows; 1. Personal Protective Equipment’s Personal Protective Equipment (PPE) provides additional protection to workers exposed to workplace hazards in conjunction with other facility controls and safety systems. The contractor shall provide required PPEs to workmen to protect against safety and/or health hazards. Primarily PPEs are required for the following protection:  Head Protection (Safety helmets)  Foot Protection (Safety footwear, Gumboot, etc.)  Body Protection (High visibility clothing (waistcoat/jacket), Apron, etc.)  Personal fall protection (Full body harness, Rope‐gap fall arrester, etc.)  Eye Protection (Goggles, Welders glasses, etc.) 282

 Hand Protection (Gloves, Finger coats, etc.)

 Respiratory Protection. (Nose mask, SCBAs, etc.)  Hearing Protection (Ear plugs, Ear muffs, etc.)  Site EHS officer should be maintained record of issue and replacement PPE.  Store in charge must maintain 10 % extra PPE of total requirement available in the store.  To employee and workers must issue the PPEs without any charge. Workers/Sub- contractor should deposit the PPE after completion of their work or no longer use.  EHS officer should train workers for the use of PPE.  PPE compliances should be checked during routine inspection, Safety audit etc.  Safety shoes and helmet are mandatory PPE during construction work. All employees must wear helmet and safety shoes in all construction project area. No one should be permitted to enter the site without helmet and safety shoes.  Occasional visitors should be provided helmet from security main gate during construction project round. Safety shoes cannot be insisted upon for such occasional visitors who are on construction project round. Normal shoes can be considered adequate for such occasional visitors.  Safety helmets should be worn with chin straps in accordance with the following color code:  All Site-based personnel and visitors to Site must ensure that suitable PPE is worn at all times while on the construction site. Additional PPE must be kept an appropriate to the location.  Proper maintenance of PPE, including cleaning when dirty and replacement when damaged or worn out. Proper use of PPE should be part of the recurrent training programs for employees 2. Health and Safety  All the contractor must prepare Environmental, Health and Safety Plan for their respective project construction site under World Bank Project.  Smoking and eating should be prohibited throughout the workplace except in designated areas.  Adequate internal and external lighting should be provided by all Contractors at all workspaces.  All portable electrical equipment should not exceed 220 volts with effective Safety Trip system excluding portable welding sets.

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 Only qualified electrician is authorized for any electrical connection, disconnection and

maintenance work.  Instructions given on safety signs must be adhered to at all times.  Safety sign, Posters and barricades should not be replaced or remove without permission from the EHS officer/ nominated person for EHS.  Fire extinguishers must not be removed from their designated places except for extinguishing. Location of fire extinguisher must be clearly marked and known to all.  Any person working on or near operational plant or equipment must be competent and trained in such work.  Do not allow to touch any hazardous chemicals or unknown item at site except concerned person.  Work place should be kept neat & clean. Wastage/Debris should be collected at identified areas after the completion of work on daily basis.  Access should be free from any obstruction at site.  Only authorized person should be allowed to sit along with driver on the machinery (if required).  During heavy rain, improper lighting, heavy wind blowing at site, nobody should be allowed to work at height.  Horse playing, Fighting, Gambling and possession or used of firearms, ammunition, alcoholic beverages and illegal drugs should be prohibited at work site. Any person found in possession of or under the influence of controlled substance or alcohol will be immediately removed from site.  Report all injuries to Project in charge immediately, no matter how slight they may be.  Security personnel should be deployed at security posts\ gates and around affected area.  No Alcoholic beverages or illegal drugs are permitted on work site. The contractor should ensure that personnel is made aware of and fully comply with this prohibition  Security guards must be ensured no such persons or workers be allowed to the work site during non-working hours, especially if they drunk.  Un authorized person should not be allowed in the work site without permission from the concerned authority.  All workmen should be screened before engaging them on the job. Physical fitness of the person to certain jobs like working at height or other dangerous locations to be ensured before engaging the person on work. The final decision rests with the site management to reject any person on the ground of physical fitness. 284

 Workmen under 18 years of age should not be employed at site. No children should be

permitted inside the working area.  Crèche should be provided in workmen colony if female workers is engaged, At construction sites where 20 or more women are ordinarily employed, a hut for children under the age of 6 years shall be provided.  Contractor should ensure adequate supervision at workplace to the workers. supervisors should ensure that all persons working under them should not create any hazards to self or to co-workers.  Nobody is allowed to work without wearing safety helmet. Chinstrap of safety helmet should be always on.  Usage of eye protection equipment should be ensured when workmen are engaged for grinding, shipping, welding and gas-cutting. For other jobs as and when site safety coordinator insists eye protection has to be provided.  All the dangerous moving parts of the portable / fixed machinery being used should be adequately guarded.  Other than the electricians with red helmet no one is allowed to carry out electrical connections, repairs on electrical equipment or other jobs related thereto.  Power supply should be taken through Earth Leakage Circuit Breakers (ELCB) of 30mA Sensitivity.  Inserting of bare wires for tapping the power from electrical sockets is completely prohibited at the project site.  All major, minor accidents and near misses to be reported to Project Manager / Site Safety coordinator to enable the management to take necessary steps to avoid the recurrence.  Adequate firefighting equipment should be made available at workplace and persons are to be trained in firefighting techniques with the co-ordination of Site Safety Coordinator.  All the unsafe conditions, unsafe acts identified by contractors, reported by site supervisors should be noted down and / or safety personnel to be corrected on priority basis.  Littering at site is prohibited so that the work area is clean.  Do not allow to spill any chemical / fuel / substances on ground, which may pollute the environment  The full body harness should be tied to safe anchoring point. 3. Working at Height 285

 No one should be allowed to work at or more than two meters height without wearing

safety belt and anchoring the lanyard of safety belt to firm support preferably at shoulder level. The full body harness with double lanyard should be worn by worker working above 2 meters.  Ladders being used at site should be adequately secured at bottom and top.  Material should not be thrown from heights. If required the area should be barricaded and one person should be posted outside the barricade for preventing the trespassers from entering the area.  All scaffoldings / work-platforms should be strong enough to take the expected load. The width of the working platform and fall protection arrangements should be maintained as per recommendation of Site Safety coordinator.  Female workmen are not allowed to work on height & high-risk areas.  The horizontal life line with adequate strength should be provided or used for the intended purpose only.  The Contractor shall ensure that work is not carried out at height where it is reasonably practicable to carry out the work safely otherwise than at height. 4. Barricades  The Contractor shall ensure the general construction area is protected; barricades must be erected before any excavation, extended as the excavation progresses and maintained until the project is completed.  The Contractor shall furnish, erect, and maintain all the necessary signs, barricades, lighting, fencing, bridging, and flaggers that conform to the requirements set forth by OSHA.  All the project construction sites should be fenced and barricaded with appropriate standards as prescribed in OSHA (WTP/STP, OHTs, IPSs, MPSs store etc.).  Stairways  Hatches  Chutes/open trenches  Street openings – manholes.  Elevated platforms  Areas with moving machinery  Excavation sites  Construction sites  Temporary wall or floor openings  The following list provides guidelines for using barriers and guards:

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 When necessary, reroute pedestrian and vehicular traffic to completely avoid a

construction site.  Guard any permanent ground opening into which a person could fall with a guardrail, load-bearing cover, or other physical barrier.  Ensure that temporary floor openings, such as pits and open manholes, are guarded by secure, removable guardrails. If guardrails are not available, have someone guard the opening.  Ensure that all stairways, ladderways, hatchways, or chute floor openings have handrails or hinged covers.  Ensure that enclosed stairways with four or more steps have at least one railing, and that open stairways with four or more steps have two railings.  Ensure that all platforms and walkways that are elevated or located next to moving machinery are equipped with handrails, guardrails, and toe boards.  Barricade any wall openings through which a person or tools could fall. Use gates, doors, guardrails, or other physical barriers to block the opening.  Mark and guard any excavation that is deeper than 12 inches.  Mark and/or guard potholes and sidewalk damage as appropriate.  Protect smoke detectors with some type of cover when construction work, such as dust or fume producing activities, may affect smoke detectors.  Barriers such as guardrails, hole cover, or other must be provided with suitable signage.  A warning barricade should be kept five (5) feet back from the edge of any excavation, hole, platform or roof. A protective barricade may be placed closer, Barricades should be erected before a hole is cut and extended as the excavation progresses.  Wherever construction debris is dropped without the use of an enclosed chute.  Work areas for electrical equipment with exposed energized parts.  The swing radius of the rotating superstructure of cranes or other equipment.  Wherever equipment is left unattended near a roadway at night.  Construction areas in energized electrical substations.  Barricade signs should be fully informative, legible and visibility displayed (during day & night both).  Where barricades cannot be installed, safety nets should be installed close to the level of terrace at which danger of fall exists.  Barricades can be removed after restoration/filling the cut outs/ trenches.  Where secured foot hold is impracticable, safety belt with secure anchorage arrangement should be provided. A life line with sufficient strength should be provided all around the 287

building to which the workers exposed to the risk of falling tie the hooks of their safety

belts. 5. Stacking  Construction materials should not be allowed to stored/scattered in the towns as per their convenience.  PIU and PMC must ensure all the construction materials stored at designated place by the contractor.  Materials should be segregated as per size and length and category and placed in neat, orderly piles that are safe against falling. If the piles are high, they should be stepped back at suitable intervals in height. Piles of materials should be arranged so as to allow a passageway of not less than 1m width in between the piles or stacks for inspection and removal. All passageways should be kept clear.  Materials should be stacked on well drained, firm and unyielding surface. Material should not be stacked so as to impose any undue stresses on walls or other structures.  Materials should be stacked in such a manner as not to constitute a hazard to passer-by.  When the materials have to be handled manually, each workman should be instructed by his foreman or supervisor in the proper method of lifting heavy objects.  Workmen should be provided with suitable equipment for his personal safety as necessary. Supervisors should also take care to assign enough men to each lifting job; the weight carried by each man should be determined by the distance to be moved, difficulty of movement presented, time required, etc.  Whenever any stack exceeds 1.5 m height, suitable and safe means of access should be provided for the use of workmen and such means of access should not disturb the stability of the stack.  Appropriate signs should be placed at all storage locations where special conditions exist or where special precautions are necessary.  No section of the plant or other structure or part of a structure or sites should be left unguarded in such condition that it may fall, collapse or be weakened due to wind pressure or vibration. 6. Heavy Equipment Safety  When using heavy equipment, there are five basic guidelines that employees must always follow to ensure safety:  Know how to properly operate the equipment you are using. Training on proper operation should be documented.

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 Do not use heavy machinery when you are drowsy, intoxicated, or taking

prescription medication that may affect your performance.  Use only equipment that is appropriate for the work to be done.  Inspect your equipment to ensure that it is in good working condition before beginning a job. In addition, ensure that regular inspections and maintenance are conducted as appropriate.  Do not stress or overload your equipment.  Accidents do not just happen, they are caused. Therefore, employees should also follow these guidelines:  Ensure the following before leaving equipment unattended:  All buckets, blades, etc. are on the ground.  Transmission is in neutral.  Engine is off  Equipment is secure against movement.  Never get on or off moving equipment.  Do not attempt to lubricate or adjust a running engine  Turn the engine off before refuelling.  Keep all shields and safety guards in place.  Avoid underground utilities and overhead power lines.  The following sections provide basic guidelines for working with forklifts, frontend loaders, and backhoes. Refer to the product documentation that accompanied your equipment for more information and specific instructions.  Always lower the bucket before servicing the equipment or leaving the loader unattended.  Be extremely careful when operating near banks and slopes.  When cutting a bank, be careful not to cause a cave-in. Do not drive on an overhang. Be extremely careful when operating near banks and slopes.  When cutting a bank, be careful not to cause a cave-in. Do not drive on an overhang. 7. Trenching  Provides requirements for employee entrance, working environment, and egress to/from open surface trenches and excavations  The estimated location of utility installations such as sewer, telephone, fuel, electric, water lines, or other underground installations that reasonably may be encountered during excavation work shall be determined prior to opening an excavation  Utility companies or utility locator should be contacted to precisely locate such utilities Excavation may proceed with CAUTION if: 289

 Utility Company/Locator cannot be located or contacted

 Utility Company/Locator cannot locate utility  When excavating operations approach the location of underground utilities, the exact location shall be determined by safe and acceptable mean  While excavation is open, underground installations shall be protected, supported, or removed as necessary to safeguard employees  Runways/ramps shall be anchored to prevent movement or slipping  Employees exposed to public vehicular traffic shall be provided with and wear vest or other suitable garments marked with high visibility materials  No employee shall be permitted underneath loads handled by digging or lifting equipment  Employees entering bell-bottomed holes shall wear harness and life line protection  Excavations near structures or buildings shall be protected by shoring or other means to assure stability of the affected structure.  Excavations near foundation footings, sidewalks, pavement, or other appurtenant structures shall be protected by underpinning or other suitable means to maintain stability  Excavated materials shall be kept a minimum of 2‘ from the edge of excavations or by the use of retaining devices 8. Emergency  All the contractor must prepare Emergency Preparedness Plan for their respective project construction site under World Bank Project. (Please refer annexure –XXX)  Mobilized the fire squad (security) at emergency site.  Cordon off the affected area and guide traffic / emergency vehicles and control unnecessary gathering of persons around the site.  Ensure vigilance at security posts / gates and be in constant contact with construction manager / area manager and other numbers connected with safety, security, firefighting and management.  Entries to the demolition area should be restricted except authorized persons only.  As the height work of OHTs, intake well, STPs etc. extra safety precaution should be made available, Extra safety precaution mean appropriate safety nets, proper use of safety belt, proper platform, lifeline rope to be tied at proper place etc. should be provided. 290

9. Housekeeping

 All the contractor must prepare excess earth/debris and other construction materials disposal Plan for their respective project construction site under World Bank Project.  Adequate time shall be assigned to ensure that good housekeeping is maintained.  This shall be carried out by team of housekeeping squad.  The contractor shall be responsible to provide segregated containers for disposal of debris at required places and regular cleaning of the same.  Proper and safe stacking of material are of paramount importance at yards, stores and such locations where material would be unloaded for future use. The storage area shall be well laid out with easy access and material stored / stacked in an orderly and safe manner.  Flammable chemicals / compressed gas cylinders shall be safely stored.  Unused/surplus cables, steel items and steel scrap lying scattered at different places within the working areas shall be removed to the identified location(s).  All wooden scrap, empty wooden cable drums and other combustible packing materials, shall be removed from work place to the identified location(s).  Empty cement bags, if any and other packaging material shall be properly stacked and removed.  The Contractor shall ensure that all his sub‐contractors maintain the site reasonably clean through provisions related to housekeeping.  The contractor at all times should keep the premises free from accumulation of waste materials or rubbish caused by their operations.  Keep the premises clean and free from fire hazards, and maintain the work and materials stockpiles neat and orderly throughout the construction period to permit safe and convenient access and movement of workers.  Water sprinkling should be done to prevent the spread of debris, dust or other contaminants into the air or surrounding areas at all times.  Construction debris and rubbish as generated by construction activity should be removed by contractor daily and not allowed to accumulate. It shall be deposited in a designated place.  Scrap materials for reuse in temporary work shall be segregated and properly stored, protected and covered as for new materials.  Construction debris removed from the upper levels of the site shall be deposited directly into a Dump sites and it should be transported through covered truck. 291

 The contractor should remove from the premises and site, all project signs, tools,

scaffolding, surplus materials and temporary work and structures upon completion of the work and shall leave the work and the premises clean and acceptable to the owner.  All surplus earth and debris are removed/disposed off from the working areas to officially designated dumpsites. Trucks carrying sand, earth and any pulverized materials etc. in order to avoid dust or odour impact shall be covered while moving.  The tyres of the trucks leaving the site shall be cleaned with water, wherever the possibility of spillage on carriageways meant for regular road traffic exists. 10. Traffic Management  Construction activities may result in a significant increase in movement of heavy vehicles for the transport of construction materials and equipment increasing the risk of traffic-related accidents and injuries to workers and local communities.  The incidence of road accidents involving project vehicles during construction should be minimized through a combination of education and awareness-raising, and the adoption of traffic safety rules and standard procedures  All the contractor must prepare Traffic Management Plan for their respective project construction site under World Bank Project.  Contractor shall control the Traffic Management by designated site staff.  Warn the road user clearly and sufficiently in advance.  Provide safe and clearly marked lanes for guiding road users.  Provide safe and clearly marked buffer and work zones  Provide adequate measures that control driver behaviour through construction zones.  Provide additional support in the form of a flag man at all times, to assist the operator of the equipment or a heavy transport vehicle  Warning signs shall be displayed in the area wherever required such as deep excavation, work at height or any other area pointed out PIU.  Materials hanging over / protruded from the chassis / body of any vehicle especially  during material handling shall be indicated by red indicator (red light/flag) to indicate the caution to the road users.  No parking of trucks/trolleys, cranes and trailers etc. shall be allowed on roads, which may obstruct the traffic movement. 11. Temporary Signs  The Contractor shall provide sign boards mentioning work area or temporary facility area. These signboards shall be properly displayed in appropriate locations. 292

 The signboard shall be prepared by experienced signboard manufacturer. It shall contain

the description in English, Hindi and local language. It shall also contain relevant and appropriate graphics. 12. Routine Inspection  Inspections by the contractor and PIU and PMC Team that can be classified under this inspection program are:  Daily Inspection of site, plant and equipment (before the start of day)  Weekly Inspection of scaffold  Monthly Inspection of electrical hand tools by competent electrical supervisor  Quarterly Inspection of temporary electrical systems by competent electrical supervisor  Half‐yearly inspection of lifting machinery, lifting appliances and equipment etc. by competent person. The list mentioned above is not exhaustive. Contractor may add additional categories. 13. Education and Training.  Daily basic Tool Box Training should be carryout by the contractors at site before start of the work  EHS officer should conduct training on EHS in regular interval  Monthly safety meeting should be conducted by the contractor  Motivational program for improve & implement Safety at site should be conducted by the contractors 14. First‐aid and Medical Facilities.  All the contractor must ensure the availability of adequate number of first Aid facility at respective project construction site under World Bank Project.  Contractor can tie up with the local hospital for workers health checkup and emergency treatment facility.  Constructor ensure the availability of ambulance at construction site in case of emergency.  The Constructor will carry out quarterly awareness programme of HIV‐AIDS with the help of AIDS control society and contractor must organize Health check-up camp for their site workers at least once in a year. 15. Environmental Management.

15.1 Air Quality

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 The Contractor shall take all necessary precautions to minimize fugitive dust emissions

from operations involving excavation, grading, and clearing of land and disposal of waste. He shall not allow emissions of fugitive dust from any transport, handling, construction or storage activity to remain visible in atmosphere beyond the property line of emission source for any prolonged period of time without notification to the Employer.  The Contractor shall use construction equipment designed and equipped to minimize or control air pollution.  The Contractor shall cover loads of dust generating materials like debris and soil being transported from construction sites. All trucks carrying loose material should be covered and loaded with sufficient free ‐ board to avoid spills through the tailboard or sideboards.  The Contractor shall promptly transport all excavation disposal materials of whatever kind so as not to delay work on the project. Stockpiling of materials shall only be allowed at sites designated by the Employer. The Contractor shall place excavation materials in the dumping/disposal areas designated in the plans as given in the specifications.  The Contractor shall water down construction sites as required to suppress dust, during handling of excavation soil or debris or during demolition. The Contractor shall make water sprinklers, water supply and water delivering equipment available at any time that it is required for dust control use. Dust screens shall be used, as feasible when additional dust control measures are needed especially where the work is near sensitive receptors.  The Contractor should carryout and submit to MPUDC Ambient Air Monitoring as per contract specific Environment Management Plan and follow guidelines for construction activity in related to monitoring, controlling and mitigating air pollution. 15.2 Water Quality  The Contractor must comply with the requirements of the Central Ground Waterboard for discharge of water arising from dewatering. Any water obtained from dewatering systems installed in the works must be either re‐used for construction purposes and this water may subsequently be discharged to the drainage system or, if not re‐used, recharged to the ground water at suitable aquifer levels. The Contractor shall not be permitted to directly discharge, to the drainage system, unused ground water obtaining from the excavation without obtaining approval of PIU or the Agency controlling the system  The Contractor shall discharge/disposal wastewater arising out of site office, canteen or toilet facilities constructed by him into sewers through a wastewater drainage system to be constructed by the Contractor for proper discharge, after obtaining prior approval of PIU. 294

 The Contractor shall take measures to prevent discharge of oil and grease during spillage

from reaching drainage system or any water body. Oil removal /interceptors shall be provided to treat oil waste from workshop areas etc.  The Contractor shall apply to the appropriate authority for installing bore wells for water supply at site. 15.3 Felling of Trees  The contractor shall identify the number and type of trees that are require to be felled as a result of construction of works and facilities related to Project with joint verification of PIU and PMC.  All trees and shrubbery, which are not specifically require to be cleared or removed for construction purposes, shall be preserved and shall be protected from any damage that may be caused by Contractor‘s construction operations and equipment. The contractor shall not fell, remove or dispose of any tree or forest produce in any land handed over to him for the construction of works and facilities related to subproject except with the previous permission obtained from the concerned authority.  The PIU shall assist the Contractor in obtaining the Applicable Permits for felling of trees to be identified for this purpose if and only if such trees cause a Material Adverse Effect on the construction or maintenance of the Project Works.  Special care shall be exercised where trees or shrubs are exposed to injuries by construction equipment, trenching, excavating, dumping, construction, chemical damage or other operation and the Contractor shall adequately protect such trees by used of protective barriers or other methods approved by the Employer. Trees shall not be used for anchorage.  The contractor must develop green belt/ buffer area in the proposed project component sites as WTP, STP, IPS/SPS etc. 16. General  Person / equipment / material should be enter & exit the site only through the gate designated. Only license holder driver / operator should be allowed to operate any vehicle /Machinery. All vehicle /machinery should be inspected by a competent person prior to use.  PIU and PMC must ensure that the labor engaged by the contractor is paid regularly as per prevailing labor laws, and that no arrears are allowed to accumulate on this account.  Regular working hour shall be 9.00 am to 6.00 pm including one hour for lunch on all working days. Working days at site shall be from Monday to Saturday i.e. 06 days in a week

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 Access and egress routes for construction personnel, visitors and delivery vehicles shall

be tentatively developed by the Contractor to suit acknowledged constraints and conditions. The vehicles shall be parked in the designated area only. Parking for site operatives must be organized by the Main Contractor to ensure that there is no inconvenience to local residents. Car parking will not be permitted on work site.  The Contractor shall ensure at all times that no employee is working under the influence of alcohol / drugs which are punishable under Govt. regulations.

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Annexure XXVII : Letter for surplus disposal site Shajapur

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Annexure XXVIII: Water test report of Chillar River, Shajapur

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299

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Annexure XXIX: Farmer Shri Ambaram‘s Statement

Statement in Hindi

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English Version

I, Ambaram, had started farming activity on vacant government land since last three years. Municipal Council informed me that work of Sewerage Scheme is to be done in this Khasra and for that the State Government has given land to Municipal Council.

Not much of the land on which I was doing farming, is affected at the time of demarcation of land parcel, however, since the land belongs to the State Government, I willingly and without any kind of pressure, am not doing any farming activity on this land.

I requested Municipal Council and the Government to allow me harvest the crop I had already sown which they agreed with. I harvested the crop and took monitory advantage of the same. No loss of income has incurred to me.

I was also informed that my son will be given job by the contractor. I am happy that my son will be employed.

Signed

Ambaram

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Annexure -XXX

Emergency Preparedness Procedure for Shajapur sewerage subproject

1. Objective: - The objective of the document is to define the organization‘s role, duties of the individual during the emergency. The procedure includes all the procedures and activities to be taken during an emergency. The procedure is developed to cover the emergencies which may arise during the construction phase of Sewage Treatment Plant and Sewer pipeline work. The objective of this preparedness plan is;

 To follow the safe procedure during an emergency.  To know the responsibility and duty of the individual in an emergency.  To know the emergency routes and emergency response contact details.  To know the use of emergency appliances like a Fire extinguisher, emergency kits etc.  To know the locations of the Safe Assembly Points

2. Emergency Organization: - Roles and Duties

Incident Commander (Project Head): -

1) Incident commander will be responsible for the coordination of different types of emergencies. The Site Manager is incident commander for the site. 2) He decides the suitable actions to be followed to minimize the damage to people and property. 3) He will be advised by the Safety Department to follow the necessary steps. 4) He will be responsible for the liaising with local authority like Fire Brigade when the situation is beyond the on-site controlling capabilities. 5) He can only declare ―Close out of the Emergency‖. First Intervention Team: -

1) The first intervention team should be trained in the first aid and fire-fighting assistance. 2) The team includes the members from the construction stage employees. 3) These persons will act under the supervision of the incident commander at various location of the site. 4) The information of nominated first intervention team members will be displayed on the notice boards at a site. Evacuation Team: -

1) The evacuation team ensures the safe evacuation of all the person to the assembly point. 2) Ensure the emergency routes at offices, sites are maintained and clear from the obstruction.

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3) Ensure all the necessary and suitable fire- fighting equipment are available in compliance

with the requirement.

First Aid Team: -

1) Ensure to get first aid assistance to the injured, if any. 2) Rush to the injured person immediately and plan for the evacuation of the injured person. 3) Perform CPR, if required. 4) Ensure the availability of first aid kit is available in compliance with the requirements. 5) Ensures the injured person‘s condition will not get worse before getting proper medical attention.

Fire Fighting Team: -

1) Promote fire safety and enforcing fire safety standards at the site. 2) The fire-fighting team should be trained in operating fire-extinguishers. 3) Ensures the fire extinguisher is adequately provided and checked by the fire-fighting team for its working condition. 4) Record of the inspection to be maintained by the firefighters. 5) Ensures the emergency escape route are properly demarcated and unobstructed. 6) Ensures the fire extinguishers are to be serviced by the qualified contractor annually and service record to be maintained. 7) Impart the fire-fighting training to the workers to enhance the competency.

Emergency equipment: -

The emergency kit includes,

 Fire extinguishers  First aid kit  Stretcher

Environmental Emergency Kit: -

The environmental emergency kit includes the minimum following,

 Hand gloves- Rubber (Chemical Resistance).  Safety Goggles  Helmet  Safety Shoes  Absorbent  Trash bag to collect the contaminated material.  Shovel

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3. Types of Emergency

1) General Medical Emergency: - The emergency includes the treatment of person injured and the non-work-related emergency as an illness which requires immediate medical care.

Primary action to be followed during the first aid,

 Call the first aider  Provide the information - Name and phone number from which called to first aider - Nature of injury - The exact location of the emergency.  The affected person should not move unless examined.  Treatment should be given by qualified first aider only.  The CPR shall be given by the expert first aider only if required.  If the person exposed to the hazardous material refer to the Material Safety Data Sheet.  If a person needs further treatment will be taken to the nearest hospital immediately.

2) Fire: - The minor fire can be extinguished with help of available fire extinguishers. If the extent of the fire is more the information to be given to the incident commander (project head).

The basic steps to be followed during a fire emergency,

 When noticed fire, Shout ―Fire-Fire‖ to get the attention of the other person in the vicinity. Immediately informed to the Incident Commander. After giving an alert, all personnel will be evacuated to the safe assembly point. The people should stay calm and behave in an orderly manner.  The first intervention team will decide partial or full evacuation in coordination with the IncidentCommander. The evacuation should be carried out under the guidance of the evacuation team.  The incident commander organizes for the fire-fighting team.  Start the fire fighting with necessary aid.  Firefighters will tackle with fire by considering the surrounding work conditions, combustible material present in the vicinity.  The incident commander will decide to call external help if the emergency will not be controlled within the resource available at the site.  If the external fire department help needed, the incident commander on the arrival of the firebrigade should provide all necessary information like location and storage of combustible/flammable material, Quantity of flammable material, emergency routes etc. in the facility.

3)Chemical Spillage: -

Basic steps to be followed as follows,

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 The information regarding chemical to be communicated to the Incident Commander.

 The incident commander will organize for all the teams.  The first intervention team will decide the evacuation either partial or over the entire area.  The area is secured and alert should be given to the other site personnel if toxic fumes are present.  Attempt to clear the spillage by the trained person.  Deal with the spill as accordance with the Material Safety Data Sheet.  Use all required personal protective equipment.  The external help from competent agency or fire brigade shall be called if required.

4) Electrical contact: -

The basic steps to be followed in the event of electrocution is,

 Isolate the electrical supply immediately by pressing ―Emergency button‖ or isolation from the main power supply.  Call for the first aid medical assistance.  If the person found not breathing, CPR (mouth to mouth respiration) will be given by the competent first aider.  If further medical assistance required, the suffered person will be shifted to the nearby hospital. 5) Earthquake: -

The basic steps to be followed in the event of an earthquake is,  Stay calm and await instructions from the incident commander.  Keep away from overhead fixtures, windows, file cabinets, and electrical power.  Follow the evacuation plan.  If the inside building will take cover under a table or desk against the wall.  If walking at the site, protect yourself from falling loose brick, temporary structures.  Evacuate as instructed by the incident commander.  Assemble at the safe assembly point.  Assist people with disabilities in finding a safe place  Do not use the lift, the escalator in the event of an earthquake. 6) Cyclone: - The basic steps to be followed during cyclone are, on receiving a warning regarding an impending cyclone,

 Switch off the main source of power.  Partially erected structures should be anchored properly with ropes or wire ropes.  The booms of the cranes should be made in a down position

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 Avoid standing near partially erected structures.

 If outside, try to get inside a building/structure having a roof covering.  Secure of all GI sheet roof of Offices and workmen huts to prevent from flying off in case of stormy and gusty wind. 7) Bomb Threat: - The basic steps to be followed are,  Open all windows and doors  Check offices for foreign objects.  Do not touch or try to remove.  Notify supervisor of the object.  Stay calm and await further instructions  Remain at the workplace. Do not hinder bomb searching teams in their work  Await evacuation order.  Follow escape routes as guided  Remain at assembly point and stay calm  Await further instructions from Incident commander. Call local authority for assistance.

8) Structural collapse/ Scaffolding collapse: - The basic steps to be followed are,  On getting information, an alert should be raised.  The area to be secure and avoid unauthorized entry.  Evacuate the area and person to be moved at safe assembly points.  Call local fire brigade/police authority for assistance to clear debris.  If anyone injured, shift the injured person/persons to the nearby hospital.

9) Malicious act: - In case of violence, robbery, theft, call local police authority for the assistance.

4. Mock Drill: - At least one drill exercise will be carried out to check the operatively of the current emergency plan, testing communications between involved parts, time of reactions, etc. Emergency Committee will arrange a meeting to set every drill and evaluate and/or improve the obtained results. The emergency drill will be included for but not limited to,  Fire and Rescue  Chemical Spillage  Medical Emergency 307

 Environmental Emergency.

Evacuation team

 Evacuation of workmen & staff from affected site to emergency assembly point  Shifting of workmen to a safe shelter.

Medical help team

 Rushes the first aider to the location by the Emergency Vehicle with medical aid or on foot.  If the First-aider finds that the injured can be attended in the First-aid Centre itself, he will bring the injured to the First-Aid Centre and treat there.  If treatment in First-Aid Centre is not advisable, the victim will be rushed to the Hospital.

Property Safeguard team

 Shifting of Construction Equipment/Material to an identified location.  Ensures that further property damage is nullified . Damage control Team

 Helps the victim to get out of the scene of incident .  Helps fire fighting.  Help reduce damage and controls further damage . 5. Emergency Contact: - The emergency contact numbers to be displayed and communicated to all for necessary assistance during an emergency. Emergency Contact Numbers are mentioned below;

Name Position Contact Number Mr. Ravi Patel Project Manager +91 9348456082 Mr. Mehul Lakhani EHS Officer +91 9909422942 Dr. Bhimrao Ambedkar Govt. Reception +91 7364227102 Hospital, Shajapur Ambulance 108 Police 100 Fire 101 Women Helpline 1091 CM Helpline 181

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Annexure XXXI

Guiding note on enforcement of Acts & Policies for Non-Discrimination, Child and Forced labour at MPUDP worksite (In compliance of ESHS Audit Yr. 2020 conducted by KPMG)

A. INTRODUCTION AND BACKGROUND Madhya Pradesh Urban Development Company, Govt. of MP recognizes the importance of Labour protection and Welfare in the pursuit of poverty reduction and inclusive economic growth. Contractors working under World Bank supported MPUDP are promoting balance labour management relationships and enhancing the development benefits of a STP/WTP projects by treating labor fairly and providing safe and healthy working conditions in compliance of all applicable national and world Bank norms. Recently in MP, An independent field audit of Environment, Social, Health and Safety were conducted by M/S KPMG during the all subprojects of MPUDP. The Audit process conducted in between 21st January 2020 to 03rd February 2020. The objective of the audit was to review the implementation of Environmental and Social Management Framework (ESMF) of MPUDP and assess the compliance to the Environmental and Social Management Plans (ESMP) and Safety Management Plans prepared for different subprojects & being implemented in different ULBs under the aegis of MPUDP. KPMG team also reviewed the adequacy of Environmental and Social Assessments (ESAs) carried out and drew lessons for further improvements Based on audit observations, team found that there were scope of improvement in the implementation of non discrimination policies, child labour, forced labour and other labour management statutory requirements in general. In this context MPUDC has come forward with a guiding note for emphasizing their commitments towards MPUDP projects. The objectives of this additional note are as mentioned bellow;  To promote safety and health at all worksite of World Bank Supported MPUDP subprojects.  To promote the fair treatment, non-discrimination and equal opportunity of labour.  To protect vulnerable workers such as women, persons with disabilities, children and migrant workers, contracted workers as appropriate.  To prevent the use of all forms of forced labour and child labour.  To support the principles of freedom of association and collective bargaining of project workers in a manner consistent with national law.  To provide project workers with accessible means to raise workplace concerns through our standard GRM.

B. NATIONAL LEGISLATION --- Following acts are applicable;  Child Labour (Prohibition and regulation)Act,1986  The contract Labour (regulation and Abolition) Act,1970  Indian bonded labour system ( abolition ) Act,1976  Article 17 of the Constitution of India;  The Protection of Civil Rights Act,1955,  The Scheduled Castes and Scheduled Tribes (Prevention of Atrocities) Act, 1989;  The Sexual Harassment of Women at the Workplace (Prevention, Prohibition and Redressal) Act,2013; 309

 Sections 354 and 509 of the Indian Penal Code, 1860;and,

 The Persons with Disabilities (Equal Opportunities, Protection of Rights and Full Participation) Act,1995.  Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Act,2013  Equal Remuneration Act,1976  Panchayats Extension to Schedule Areas Act, (PESA)1996  Building and Other Construction Workers (Regulation of Employment and Conditions of Service) Act,1996  Minimum Wages Act1948  Payment of Wages Act,1936  Employees provident fund Act1952  The Workman Compensation Act,1923  Inter-State Migrant Workmen (Regulation of Employment and Conditions of Service) Act, 1979 C. RESPONSIBILITY Project Manager of Contractor‘s Team is accountable for all the workers associated legal compliances under the project. Social and Environmental specialists of Contractor‗s, Project Manager of Project Implementation Unit‗s and Team of Project Management Consultants are jointly responsible for the following:  Implement the policies of prohibition of Child labour, forced labour and non discrimination. Ensure that civil works contractors comply with these policies.  Ensure the contracts with the contractors are developed in line with the provisions of these policies and the project‘s ESMF/ESMP.  Monitor contractors and subcontractors‘ implementation of labour management procedures. Monitor compliance in line with state and National government legislation.  Ensure that the grievance redress mechanism for project workers is established and implemented and that workers are informed of its purpose and how to use it.  Have a system for regular monitoring and reporting on Child labour, forced labour

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and non-discrimination at workplace. D. POLICIES AND PROCEDURES As specified in the labour Code, employment of project workers are based on the principles of non- discrimination and equal opportunity. There will be no discrimination with respect to any aspects of the employment relationship, including recruitment, compensation, working conditions and terms of employment, access to training, promotion or termination of employment. The following measures are being followed by contractors and implement and monitored by the PIU‘s & PMC Social Safeguards Specialists, to ensure fair treatment of all labour:  Recruitment procedures - Transparent, non-discriminatory and open with respect to ethnicity, religion, sexuality, disability or gender.  Applications for employment will only be considered if submitted via the official application procedures established by the contractor.  Clear job descriptions will be provided in advance of recruitment and will explain the skills required for each post.  All workers will have written contracts describing terms and conditions of work and will have the contents explained to them. Workers will sign the employment contract.  Unskilled labour will be preferentially recruited from the surrounding communities.  The contracted workers will not be required to pay any hiring fees. If any hiring fees are to be incurred, these will be paid by the Employer.  Depending on the origin of the employer and employee, employment terms and conditions will be communicated in two languages, in the state language and the language that is understandable to both parties.  In addition to written documentation, an oral explanation of conditions and terms of employment will be provided to workers who may have difficulty understanding the documentation.  All workers will be 18 years old or above for civil works.  Labour wages, hours and other applied provisions are as per the standard labour law and policies. Work hours are set 8 hours a day, 48 hours a week, with a weekly rest day for engaged labour. E. PROHIBITION OF CHILDLABOUR:

Contractor will sincerely ensure that no construction workers under 18 years are employed. Contractors will be required to verify and identify the age of all workers through proper documentary evidence viz checking of Aadhar cards, Voters ID etc. There will be strict action taken against the contractor if he is found to be employing any under aged workers. MPUDC ensures that all the workers working under contractors are doing so voluntarily and does not engage in or support the use of forced labour. The contractor shall promote advice and shall ask its sub contractors/ vendors to discourage the engagement of forced labour being clear case of violation of law of land. The workers shall have the right to leave the workplace premises after completing the standard workday and be free to terminate their employment provided that they give reasonable notice to their employer. This is in compliance with Indian bonded labour system (abolition) Act, 1976 and the contract labour (regulation and abolition) Act, 1970. Neither the contractor nor his subcontractors or any entity supplying labour shall

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withhold any part of any personnel‘s salary, benefits, property or documents in order to force such worker to continue working for the contractor. Neither the contractor nor any entity supplying labour shall engage in or support trafficking in human beings. All the labourers are informed of the terms of their employment i.e., job description, hours of work etc. The contractor does not keep any original documents of labourers or employees. F. NON-DISCRIMINATION: This policy states that people are not discriminated in matter of getting work in the organization on basis of one‘s status-parental, economic, residential, marital, gender (Male, Female, Trans-gender); Physical features; spiritual, traditional or customary beliefs and religion practiced; looks, personality traits (baldness, walking style), habit of stammering, physical disability or impairment, medical record (HIV +) and sexual orientation. The contractor shall strictly follow the policy on Non-discrimination with respect to all the workers employed under his contract. G. GRIEVANCEMECHANISM A common grievance mechanism (GM) is already developed by MPUDC for stakeholders including all types of workers to raise workplace concerns. GM is accessible to all labour, worker, employees and community through various means (written, telephone, fax, social media and online through CM Helpline etc). Grievance logbook is maintained in site office. H. TECHNICALSUPPORT: For technical issues or further information may contact the safeguard team of PMC and PMU of MPUDC.

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Annexure XXXII- Shajapur Key Plan with pumping model

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