Initial Environmental Examination
Document Stage: Draft Project Number: 42486-016 September 2017
IND: Madhya Pradesh Urban Services Improvement Program – Water Supply Improvement in Alampur, Daboh, Mihona and Phuphkalan
Package No: MPUSIP-4A
Prepared by Madhya Pradesh Urban Development Company, Government of Madhya Pradesh for the Asian Development Bank.
This initial environmental examination is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature.
In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.
Initial Environmental Examination
September 2017
IND: Madhya Pradesh Urban Services Improvement Program - Phuphkalan, Daboh, Alampur, and Mihona Water Supply Schemes in District: Bhind
Prepared by Project Management Unit, Madhya Pradesh Urban Development Company, Government of Madhya Pradesh for the Asian Development Bank
CONTENTS
List of Tables ...... 4
List of Figures ...... 4
List of Abbreviations ...... 9
Executive summary ...... 11
1 Introduction ...... 16
1.1 Background ...... 16
1.2 Purpose of IEE ...... 17
1.3 Structure of the Report ...... 18
2 Description of Project...... 19
2.1 Project Towns – Phuphkalan, Daboh, Alampur & Mihona ...... 19
2.1.1 Project Towns ...... 19
2.2 Existing Water Supply Situation - Phupkalan ...... 20
2.3 Existing Water Supply Situation – Daboh ...... 21
2.4 Existing Water Supply Situation - Alampur ...... 21
2.5 Existing Water Supply Situation - Mihona ...... 22
2.6 Proposed System & Project Components – Phuphkalan, Daboh, Alampur and Mihona . 23
2.7 Construction Procedure ...... 50
2.8 Implementation Schedule ...... 51
3 Policy, Legal and Administrative Framework ...... 52
3.1 Introduction about ADB Policy ...... 52
3.2 Objectives ...... 52
3.3 Categorization of Urban Infrastructure Projects ...... 52
3.4 National Law ...... 53
3.5 Relevant Environmental Legislations for Water Supply Project ...... 54 Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
3.5.1 Air (Prevention and Control of Pollution) Act 1981 ...... 54
3.5.2 Noise Control Rules 2000 ...... 54
3.5.3 Ancient Monuments and Archaeological Sites and Remains Act, 1958 and Ancient Monuments and Archaeological Sites and Remains (Amendment and Validation) Act, 2010. 54
3.5.4 National Environment Policy, 2006 ...... 54
3.5.5 Forest Conservation Act 1980 ...... 54
3.5.6 Labour Laws ...... 55
3.5.7 Madhya Pradesh State Water Policy, 2003 ...... 55
3.5.8 Water (Prevention and Control of Pollution) Act of 1974, Rules of 1975, and amendments ...... 55
3.5.9 Construction & Demolition Waste Management Rules, 2016 ...... 56
3.6 Permissions/Clearances Required ...... 56
4 Description of Environment ...... 57
4.1 Methodology Used for Baseline Data...... 57
4.2 Baseline Data for Project Towns ...... 57
4.3 Subproject Site Environmental Features ...... 70
5 Anticipated Environmental Impacts and Mitigation Measures ...... 78
5.1 Introduction...... 78
5.2 Pre- Construction Impacts - Design& Location ...... 79
5.2.1 Water Source Sustainability &Impacts association with water abstraction ...... 80
5.3 Construction Phase ...... 90
5.3.1 Pipeline laying works...... 90
5.3.2 Other construction works...... 91
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
5.4 Operation Phase ...... 92
5.5 Project benefits ...... 93
6 Public Consultation and Information disclosure...... 94
6.1 Project Stakeholder ...... 94
6.2 Public Consultation ...... 94
6.3 Information Disclosure ...... 95
7 Grievance Redress Mechanism ...... 96
7.1 Introduction...... 96
8 Environmental Management Plan ...... 99
8.1 Environmental Management Plan ...... 99
8.2 Implementation Arrangements ...... 126
8.3 Training Needs ...... 128
8.4 Monitoring & Reporting ...... 129
8.5 EMP Cost ...... 130
9 Conclusions &recommendations ...... 131
9.1 Conclusions and Recommendations ...... 131
10 Appendix – Phuphkalan ...... 134
10.1 Appendix 1 – Water Quality Test Results –Phupkalan ...... 135
10.2 Appendix 2 – Land Details –Phupkalan ...... 150
10.3 Appendix 3 – Stakeholders Meeting - Phupkalan ...... 154
10.4 Appendix 4: Rapid Environmental Assessment (REA) Checklist - Phuphkalan ...... 156
11 Appendix – Daboh ...... 162
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
11.1 Appendix 1 – Water Quality Test Results – Daboh ...... 163
11.2 Appendix 2 – Land Details – Daboh ...... 167
11.3 Annexure 3- Letter from Daboh to Water Resources Department ...... 174
11.4 Appendix 4 – Stakeholders Meeting - Daboh ...... 176
11.5 Appendix 5: Rapid Environmental Assessment (REA) Checklist - Daboh ...... 182
12 Appendix – Alampur ...... 188
12.1 Appendix 1 – Water Quality Test Results – Alampur ...... 189
12.2 Appendix 2 – Land Details – Alampur ...... 193
12.3 Annexure 3- Letter from Alampur to Water Resources Department ...... 197
12.4 Appendix 4 – Stakeholders Meeting - Alampur ...... 197
12.5 Appendix 5: Rapid Environmental Assessment (REA) Checklist - Alampur ...... 203
13 Appendix – Mihona ...... 209
13.1 Appendix 1 – Water Quality Test Results – Mihona ...... 210
13.2 Appendix 2 – Land Details -Mihona ...... 214
13.3 Annexure 3- Letter from Mihona to Water Resources Department ...... 220
13.4 Appendix 4 – Stakeholders Meeting - Mihona ...... 223
13.5 Appendix 5: Rapid Environmental Assessment (REA) Checklist - Mihona ...... 228
14 Appendix – CGWB Reports ...... 234
14.1 Appendix 1 – Ground Water Details – CGWB Report(2014-15) ...... 235
15 Appendix – Watershed Management/RWH - Phuphkalan ...... 244
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
LIST OF TABLES
Table 2-1: Proposed Water Supply Project Components – Phuphkalan, Daboh, Alampur and Mihona ...... 24
Table 4-1: Baseline Environmental Features– Phuphkalan, Daboh, Alampur and Mihona ...... 58
Table 4-2: Site Environmental Features – Phuphkalan ...... 70
Table 4-3: Site Environmental Features –Daboh ...... 72
Table 4-4: Site Environmental Features – Alampur ...... 74
Table 4-6: Site Environmental Features –Mihona ...... 76
Table 8-1: Environmental Management Plan - Design Stage ...... 100
Table 8-2: Environmental Management Plan – Pre-construction Stage ...... 102
Table 8-3: Environmental Management Plan of Anticipated Impacts during Construction ...... 106
Table 8-4: Environmental Management Plan of Anticipated Impacts during Operation ...... 120
Table 8-5: Environmental Monitoring Plan - Construction Stage -Phuphkalan, Daboh, Alampur & Mihona ...... 123
Table 8-6: Environmental Monitoring Plan - Operation Stage -Phuphkalan, Daboh, Alampur & Mihona ...... 125
Table 8-7: Outline of Capacity Building Program on EMP implementation (Package 4A Towns) 128
Table 8-8: Environmental Management Cost ...... 130
LIST OF FIGURES
Figure 2-1: Location of Project Towns ...... 20
Figure 2-2: Schematic Diagram for Water Supply for Phuphkalan ...... 29
Figure 2-3: Proposed Water Supply Zones and Transmission System ...... 30
Figure 2-4: WTP Schematic Diagram – Phuphkalan ...... 31
Figure 2-5: Layout Plan of Proposed WTP – Phuphkalan ...... 32
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-6: Schematic Diagram for Water Supply for Daboh ...... 33
Figure 2-7: Proposed Water Supply Zones and Transmission System – Daboh ...... 34
Figure 2-8: Plan & Section of Intake – Daboh ...... 35
Figure 2-9: Intake Arrangement – Daboh ...... 36
Figure 2-10: Hydraulic Flow Diagram of Proposed WTP – Daboh...... 37
Figure 2-11: Layout Plan of Proposed WTP – Daboh ...... 38
Figure 2-12: Schematic Diagram for Water Supply for Alampur ...... 39
Figure 2-13: Proposed Water Supply Zones and Transmission System – Alampur ...... 39
Figure 2-14: Plan & Section of Intake – Alampur ...... 40
Figure 2-15: Intake Arrangement – Alampur ...... 41
Figure 2-16: Hydraulic Flow Diagram of Proposed WTP- Alampur ...... 42
Figure 2-17: Layout Plan of Proposed WTP- Alampur ...... 43
Figure 2-18: Schematic Diagram for Water Supply for Mihona ...... 44
Figure 2-19: Proposed Water Supply Zones and Transmission System –Mihona ...... 45
Figure 2-20: Plan & Section of Intake – Mihona ...... 46
Figure 2-21: Intake Arrangement – Mihona ...... 47
Figure 2-22: Hydraulic Flow Diagram of Proposed WTP- Mihona ...... 48
Figure 2-23: Layout Plan of Proposed WTP- Mihona ...... 49
Figure 4-1: Subproject Area & Environs – Phuphkalan ...... 66
Figure 4-2: Subproject Area & Environs – Daboh ...... 67
Figure 4-3: Subproject Area & Environs – Alampur ...... 68
Figure 4-4: Subproject Area & Environs – Mihona ...... 69
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 10-1: Tube Well Locations – Phuphkalan ...... 145
Figure 10-2: Sample Location Near Barahi Ghat – Surface Water ...... 146
Figure 10-3: Sample Location Sadar Bazar – Ground Water ...... 146
Figure 10-4: Sample Location RTO – Ground Water ...... 147
Figure 10-5: Sample Location Tube well - Bassipura ...... 147
Figure 10-6: Sample Location Tube well –RTO Area & Opp: RTO...... 148
Figure 10-7: Sample Location Tube well – Old OHT ...... 148
Figure 10-8: Sample Location Tube well – Nagar Parisahd ...... 149
Figure 10-9: Sample Location Tube well – Near Adarsh School & Ward No.2 ...... 149
Figure 10-10: Details of Land for OHT ...... 150
Figure 10-11: Details of Land for OHT ...... 151
Figure 10-12: Letter to Honorable Collector ...... 151
Figure 10-13: Letter from ULB for Utilization of land for OHT ...... 152
Figure 10-14: Proposed RTO land for Water Works – Phuphkalan ...... 152
Figure 10-15: Old OHT near Nagar Parishad ...... 153
Figure 10-16: Proposed RTO land for Water Works – Phuphkalan ...... 153
Figure 10-17: Stakeholder Consultation during Transect Walk ...... 155
Figure 10-18: Consultation with CMO & Officials ...... 155
Figure 11-1: Location of water sampling for Daboh Town ...... 166
Figure 11-2: Self-Authorization for old OHT Land ...... 167
Figure 11-3: Letter to Honorable Collector ...... 168
Figure 11-4: Khasara Map of WTP land ...... 169
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 11-5: Khata Khasra No for WTP land at Samthar road near bridge on Pahuj River ...... 170
Figure 11-6: Letter from ULB ...... 171
Figure 11-7: Site for River Ponded Structure and Intake at Pahuj(Photo: January 2016) ...... 171
Figure 11-8: Shows Location of proposed WTP ...... 172
Figure 11-9: Location of OHT-2 near old OHT ...... 172
Figure 11-10: Showing Location of WTP abutting Samthar Road (Photo: January 2016) ...... 173
Figure 11-11: Showing Location of Proposed OHT at old OHT (Photo: January 2016) ...... 173
Figure 12-1: Details of Land for WTP ...... 193
Figure 12-2: Details of Land for WTP ...... 194
Figure 12-3: Letter to Honorable Collector ...... 194
Figure 12-4: Letter from ULB for Utilization of land for OHT ...... 195
Figure 12-5: Location of Proposed Structure on Sindh River ...... 195
Figure 12-6: Location of Proposed River Ponded Structure and Intake in Sindh River (Photo: January 2016)...... 196
Figure 12-7: Shows Location of proposed WTP (Photo: January 2016) ...... 196
Figure 13-1: Location of water sampling for Mihona Town near Ahroli ...... 213
Figure 13-2: Details of Land for WTP ...... 214
Figure 13-3: Details of Land for WTP ...... 215
Figure 13-4: Details of Land for OHT ...... 215
Figure 13-5: Letter to Honorable Collector ...... 216
Figure 13-6: Intake Well Location in Pahuj River near Ahroli Village(Photo: January 2016) ...... 217
Figure 13-7: Intake Well &Weir Location near Ahroli Village ...... 217
Figure 13-8: Shows Location of proposed WTP(Photo: May 2016) ...... 218
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 13-9: Shows Location of proposed WTP ...... 218
Figure 13-10: Location of OHT-2 (Photo: May 2016) ...... 219
Figure 13-11: Showing Location of OHT ...... 219
Figure 13-12: Discussion with CMO & Chairman, Mihona and Elected Members ...... 225
Figure 13-13: Interaction with Local People ...... 226
Figure 13-14: Attendance of Stakeholders Meeting ...... 227
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
LIST OF ABBREVIATIONS Ac: Acres AC: Asbestos Cement ADB : Asian Development Bank ANP : Alampur Nagar Parishad ASO: Assistant Safeguard Officer C&D: Construction and Demolition CBO: Community Based Organisation CDP: City Development Plan CFE: Consent For Establishment CFO: Consent For Operate CGWB: Central Ground Water Board CMO: Chief Municipal Office CPCB: Central Pollution Control Board CPHEEO : Central Public Health and Environmental Engineering Organization Cum: Cubic Meters CWR: Clear Water Reservoir DBE: Design Basis Earthquake DI: Ductile Iron Dia : Diameter DMC – Developing Member Country DNP : Daboh Nagar Parishad DPR: Detailed Project Report EAC : Environmental Appraisal Committee EARF : Environmental Assessment & Review Framework EC: Environmental Clearance EHS: Environment Health and Safety EIA: Environmental Impact Assessment EMP: Environmental Management Plan GLSR: Ground Level Service Reservoir H and S: Health and Safety Hec: Hectares HFL: High Flood Level HP: Horse Power IEE : Initial Environmental Examination INR: Indian National Rupee KL : Kilo Litres KM: Kilo Metres Kw: Kilo Watt LPCD: Litres Per Capita per Day lps: litres per second MCE : Maximum Considered Earthquake MCM: Million Cubic Meters MDPE : Medium Density Poly Ethylene MLD: Million Litres per Day MoEF: Ministry of Environment and Forests MP: Madhya Pradesh MPUDC: Madhya Pradesh Urban Development Company Ltd. MPUSIP : Madhya Pradesh Urban Services Improvement Project NAAQS :National Ambient Air Quality Standards NABL : National Accreditation Board for Testing and Calibration Laboratories NEP : National Environment Policy
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
NGO : Non-Governmental Organisation O&M : Operation and Maintenance OHSR : Over Head Service Reservoir OHT: Over Head Tank PDMC : Programme Design and Management Consultants PHED : Public Health Engineering Department PIU: Project Implementation Unit PMU: Project Management Unit PNP: Phuphkalan Nagar Parishad PO: Project Officer RCC: Reinforced Cement Concrete RoW: Right of Way RTO: Regional Transport Office SC: Scheduled Caste SEIAA: State Environmental Impact Assessment Authority SH : State Highway SPCB: State Pollution Control Board SPS : Safeguard Policy Statement sqkm. Square Kilometers SC/ST: Schedule Caste/Scheduled Tribe TDS: Total Dissolved Solids ToR: Terms of Reference TW : Tube Well UAED : Urban Administration and Environment Department UFW : Unaccounted Flow Water ULB: Urban Local Body UP : Uttar Pradesh WRD: Water Resources Department WTP: Water Treatment Plant
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
EXECUTIVE SUMMARY
Background:
1. Government of Madhya Pradesh with loan funding from Asian Development Bank (ADB) has proposed to implement Madhya Pradesh Urban Services Improvement Project (MPUSIP), herein after referred as ‘the Project’. Madhya Pradesh Urban Development Company Limited (MPUDC) shall be the Implementing Agency and the State Urban Development and Housing Department (UDHD) shall be the executing agency for the Project.
2. The Project components are as follows:
(i) Component 1: Improvements to water supply and sewerage services in identified towns ➢ Continuous, pressurized, safe and sustainable drinking water through private household metered connections to 350,000 households with about 1.7million population resident in sixty-four towns in the State of Madhya Pradesh in Central India; and ➢ Sewage and storm water collection and treatment services proposed initially in two (2) identified towns (Khajuraho and Rajnagar) servicing about 42,000 population resident in 8000 households;
(ii) Component 2: Institutional Strengthening ➢ Capacity Building of implementing agencies (IAs), participating Urban Local Bodies (ULBs) and service utilities in contract management and service delivery for ensuring long term sustainability of services; ➢ Setting up of geographic information system (GIS) based water and sanitation asset management and service delivery monitoring; and ➢ Structured behavioral change campaigns to ensure the improvement in public health and cost recovery of service delivery.
(iii) Component 3: Project Management and Administration Support. This component will support the smooth and effective implementation and operation of the Project which includes expert support in Project design and implementation (design, procurement and Contract and Project Management, safeguards etc.), and project administration through Executing and Implementing Agencies.
3. The key outcome envisaged from the project is “effective urban water service delivery model rolled out in selective urban clusters of the State with the objective of achieving the following performance indicators by the year 2022.
Policy Legal and Administrative Framework
4. ADB requires the consideration of environmental issues in all aspects of the Bank’s operations, and the requirements for Environmental Assessment are described in ADB’s SPS (2009). This states that ADB requires environmental assessment of all project loans, program loans, sector loans, sector development program loans, loans involving financial intermediaries, and private sector loans. Water supply subproject is classified as Environmental Category B as per SPS as no significant impacts are envisaged. Accordingly, this Initial Environmental Examination (IEE)
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
has been prepared for the Water Supply Schemes of four towns i.e Phuphkalan, Daboh, Alampur and Mihona Tranche I Sub-Project under MPUSIP.
Implementation Arrangements
5. Urban Administration and Environment Department of Government of Madhya Pradesh will be the Executive Agency for the Program, responsible for management, coordination and execution of all activities funded under the loan. Implementing Agency will implement this program via a Project Management unit (PMU) and Project Implementation Units (PIUs). PIUs will coordinate construction of subprojects. Project Officer (Environment) at PMU and Assistant Safeguard Officer (ASO) at each of the PIU will be responsible for environment management and monitoring activities, and will be supported by Environment Specialist of PDMC Team. Contractor personnel will include an Environment, Health and Safety (EHS) supervisor.
Description of the Project
6. The water supply schemes for Phupkalan, Daboh, Alampur and Mihona in Package-4A have been proposed for design period of 30 years (2048). Water demand for each town is estimated at the rate of 70 litres per capita per day and extra 15% losses in the system. Ground water for Phuphkalan and surface water (nearby river) for the remaining three towns are adopted as sources for water supply schemes. To have sustainable source, Weirs are proposed across the rivers for three surface source based schemes. In Phuphkalan existing tube wells are sufficient as per recommendation of ground water tests reports. Intake well cum pump house is proposed in the bed of river to pump raw water to WTP. From WTP clear water rising main has been proposed to pump water to OHTs in each ULB. DI –K9 pipes are proposed for raw and clear water rising mains. OHT is proposed in each water distribution zone as per mass curve analysis considering existing capacity, condition, staging height etc. HDPE pipes are proposed for distribution system. For diameter greater than 300mm DI –K9 pipes are proposed. Household connection with flow meter, bulk flow meters are proposed in the water supply scheme. (a) Phuphkalan: (i). 5.58 Km from the existing tube wells to WTP with 100,150,200 mm Diameters, (ii). 1.84 MLD (iii). 1km length, 150mm diameter, (iv). Pump room of 5m diameter and 4.5m height mounted on Sump 55 KL Capacity, Pumps 4 nos. (2 working + 2 standby) of total 12.8 Kw, (iv). 325 KL capacity in Zone-1 near Nagar Parishad office and 325 KL capacity in Zone-2 near RTO land, (v). HDPE Pipes PE100 PN10 Class - Distribution system of 36.20 km; and (vi). 13 nos. Bulk flow meters and 1820 nos. household connections. (b) Daboh: (i). Weir of 4 m Height, 115m length, (ii). Intake well cum pump house of 5m dia, 10m height., Pumps 2 nos. (1 working + 1 standby) of total 22 Kw, (iii). RWRM of 705m length, 200mm dia, (iv). WTP of 2.45 MLD, (v). CWRM of 13.5 km length with 150, 200,250 mm diameters, (vi). Sump cum pump house: Pump room of 5m diameter and 4.5m height mounted on Sump 75 KL Capacity and Pumps 2 nos. (1 working + 1 standby) of total 33 Kw, (vii). Proposed OHT of 210 KL capacity in Zone -2 near old OHT, (viii). HDPE Pipes
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
PE100 PN10 Class -Distribution system of 40.54 km; and (ix). 13 nos Bulk flow meters and 3050 nos. household connections. (c) Alampur: (i) Weir of 3 m Height, 200m length, (ii). Intake well cum pump house of 4m dia, 15.20 m height and Pumps 2 nos. (1 working + 1 standby) of total 14 Kw., (iii).RWRM of 660m length, 150mm dia.(iv). WTP of 1.43 MLD, (v). CWRM of 19.3 Km length with 200 mm diameter., (vi). Sump cum pump house: Pump room of 5m diameter and 4.5m height mounted on Sump 50 KL Capacity and Pumps 2 nos. (1 working + 1 standby) of total 17 Kw, (vii). 220 KL capacity in Zone -1 near Tehsil office, (viii). HDPE Pipes PE100 PN10 Class -Distribution system of 29.30 km; and (ix). 6 nos. Bulk flow meters and 1700 nos. household connections. (d) Mihona: (i). Weir of 3 m Height, 80 m length, (ii). Intake well cum pump house of 4.5m dia, 13 m height and Pumps 2 nos. (1 working + 1 standby) of total 48 Kw, (iii).RWRM of 14.1 Km length, 200mm dia. (iv). WTP of 2.26 MLD, (v). CWRM of 6.05 Km length with 150, 200 mm diameters, (vi). Sump cum pump house: Pump room of 5m diameter and 4.5m height mounted on Sump of 65 KL Capacity and Pumps 2 nos. (1 working + 1 standby) of total 27.4 Kw., (vii). 340 KL capacity in Zone -2 near WARD 3, Bhatri., (viii). HDPE Pipes PE100 PN10 Class -Distribution system of 37.90 km; and (ix). 6 nos. Bulk flow meters and 2430 nos. household connections.
Description of the Environment:-
7. The subproject components locations are in subproject towns of Phuphkalan, Alampur, Daboh and Mihona towns and their surroundings. The Weir will be constructed across the rivers, intakes will be located close to river banks on government lands, while the WTPs including clear water sumps will be also located close to the intakes where sufficient government land is available. These facilities are located outside the town, and are mostly surrounded by agricultural lands, forest areas and rivers/reservoirs. None of the components however located on any forest land. Rest of the components – water tanks, distribution lines, connections etc., will be located within the urban areas. The raw water transmission pipes, connecting intake and WTP, will be essentially outside the town, and clear water transmission pipes, from WTP to distribution reservoirs, will be partly outside and partly within the towns. Project area experience a subtropical climate, typical to north India, hot summers, cold and dry winters and monsoon rains. While there is no natural habitat left within the town areas, the areas near river intakes are comparatively intact though most of the lands there too converted into agricultural use. The forests here are of dense or open type mixed jungles. There are no protected areas, like wildlife sanctuaries, national parks, nor there are any historically, archeologically protected areas in the vicinity. Towns are densely populated in the core/old town areas with narrow lanes, and small and closely built houses, while most of the areas are undeveloped and are still under agricultural use. Commercial areas are along the main roads, which are mostly congested with activities, pedestrians and traffic.
Environmental Impacts and Mitigation Measures
8. Potential environmental impacts. The subproject is unlikely to cause significant adverse impacts because: (i) relatively small scale as the population and water demand is minimal, (ii) the components will involve straightforward construction and operation, so impacts will be mainly localized; and (iii) predicted impacts are site-specific and likely to be associated with the
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
construction process and are produced because the process is invasive, involving excavation and earth movements.
9. Environmental impacts as being due to the project design or location are not significant. The proposed water supply schemes include design of new water sources nearest surface water bodies, that include construction of Weir (for Alampur, Daboh and Mihona), and drawing of ground water for Phuphkalan town. Second, there are forest areas around the towns (Alampur and Daboh). Considering good water availability and very small demand, it is assessed to be unlikely to have any significant issue of source sustainability. Given that Weirs are small structures with have limited & fixed height and submergence confined to river course with no direct water withdrawals, the impacts on downstream and ecosystem are likely to be insignificant. Water quality is good and there are no potential pollution sources in the vicinity that could affect the water quality. Although none of the components are located within the forest, conduct of construction works and presence of workers, vehicles may damage /disturb the sensitive areas. Necessary precautionary measures are suggested to avoid any impacts.
10. During construction, potential negative impacts mainly arise from disturbance of residents, businesses, increase in traffic, increase in noise level and dusts, and the need to dispose moderate quantities of waste soil during construction phase and generation of sludge from the WTP during operation and maintenance phase. However, there are well-developed methods for mitigation, minimization to acceptable levels. Operation phase impacts are likely to be insignificant.
Public Consultation and Grievance Redress:-
11. The stakeholders were involved in developing the IEE through face-to-face discussions on site and public meeting held at the Subproject components site, after which views expressed were incorporated into the IEE and the planning and development of the project. A grievance redress mechanism is described within the IEE to ensure any public grievances are addressed quickly.
Environmental Management Plan:-
12. The EMP will guide the environmentally-sound construction of the subproject and ensure efficient lines of communication between UADD, MPUDC, PMU, PIU, ULB and the contractors. The EMP will (i) ensure that the activities are undertaken in a responsible non-detrimental manner; (i) provide a pro-active, feasible and practical working tool to enable the measurement and monitoring of environmental performance on site; (ii) guide and control the implementation of findings and recommendations of the environmental assessment conducted for the subproject; (iii) ensure that safety recommendations are complied with; and (iv) detail specific actions deemed necessary to assist in mitigating the environmental impact of the subproject.
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Findings and Recommendations:-
13. As per IEE, there are no significant impacts and the project is classified as Category “B” as per ADB SPS (2009). Project will require following government permission/approvals: (i) permission of WRD, GoMP for water abstraction from rivers; (ii) consent for establishment and consent for operation for WTPs from Madhya Pradesh Pollution ControlBoard; (iii) Clearance from Highways Department for cutting roads; and (iv) consent from Forest Department, Government of Madhya Pradesh for Alampur. These permissions/approvals shall be obtained prior to invitation of bids.
14. This IEE will be updated during the detailed design stage by the DBO contractor to reflect any changes, amendments and will be reviewed and approved by PMU.
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
1 INTRODUCTION
1.1 Background
1. Government of Madhya Pradesh with loan funding from Asian Development Bank (ADB) has proposed to implement Madhya Pradesh Urban Services Improvement Project (MPUSIP), herein after referred as ‘the Project’. Madhya Pradesh Urban Development Company Limited (MPUDC) shall be the Implementing Agency and the State Urban Development and Housing Department (UDHD) shall be the executing agency for the Project.
2. The Project components are as follows:
(i) Component 1: Improvements to water supply and sewerage services in identified towns ➢ Continuous, pressurized, safe and sustainable drinking water through private household metered connections to 350,000 households with about 1.7million population resident in sixty-four towns in the State of Madhya Pradesh in Central India; and ➢ Sewage and storm water collection and treatment services proposed initially in two (2) identified towns (Khajuraho and Rajnagar) servicing about 42,000 population resident in 8000 households;
(ii) Component 2: Institutional Strengthening ➢ Capacity Building of implementing agencies (IAs), participating Urban Local Bodies (ULBs) and service utilities in contract management and service delivery for ensuring long term sustainability of services; ➢ Setting up of geographic information system (GIS) based water and sanitation asset management and service delivery monitoring; and ➢ Structured behavioral change campaigns to ensure the improvement in public health and cost recovery of service delivery.
(iii) Component 3: Project Management and Administration Support. This component will support the smooth and effective implementation and operation of the Project which includes expert support in Project design and implementation (design, procurement and Contract and Project Management, safeguards etc.), and project administration through Executing and Implementing Agencies.
3. The key outcome envisaged from the project is “effective urban water service delivery model rolled out in selective urban clusters of the State with the objective of achieving the following performance indicators by the year 2022.
(i) Access to piped water supply coverage increased to 95% of the households from 33% in 2015 in 64 towns; (ii) Women's drudgery for fetching water reduced by 80% (from spending an average of 55 minutes in 2015 to 10 minutes); (iii) Coverage of households with access to improved sanitation systems increased to 80% from 30% in 2015; (iv) Wastewater collection and/or safe sanitation service coverage increased to at least 80% of the households from 0% in 2015 in two towns; (v) Incidence of water logging/flooding reduced to two incidents per annum in four towns; and
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
(vi) Women access to functioning sanitation systems increased to 95% from 25% in 2015 (in poor settlements) in four towns
4. The key outputs envisaged from the project are:
(i) Output 1: Water supply infrastructure improved in 64 project towns and flood and sanitation infrastructure improved in two project towns with the following measurable indicators: ➢ Improved water supply capacity of 186ml/day installed in 64 towns; ➢ 4,000 km water supply networks installed in 64 towns; ➢ 350,000 households provided with metered house connections including 100 government schools; ➢ 8 MLD sewage or septage treatment plants constructed; and ➢ Installation of 120 km sewer and drainage mains and networks.
(ii) Output 2: Sustained urban infrastructure operation and management ➢ 23 performance-based contract (PBC) operation and maintenance (O&M) water supply contracts for 64 ULBs signed and operated; ➢ ULBs institute volumetric water charges for recovery of water service O&M costs ➢ ULBs’ water tariff collection ratio improved to 90% from 50% in 2014 based on the water meters’ readings ➢ 100% operating cost recovery (excluding debt service) achieved; ➢ GIS system established for effective O&M of water services
1.2 Purpose of IEE
5. The purpose of IEE is to (i) Provide critical facts, significant finding, and recommended actions; (ii) Present the national and local legal and institutional framework within which the environmental assessment has been carried out; (iii) Provide information on existing geographic, ecological, social and temporal context including associated facilities within the subproject’s area of influence; (iv) Assess the subproject’s likely positive and negative direct and indirect impacts to physical, biological, socioeconomic, and physical cultural resources in the subproject’s area of influence; (v) Identify mitigation measures and any residual negative impacts that cannot be mitigated; (vi) Describe the process undertaken during project design to engage stakeholders and the planned information disclosure measures and the process for carrying out consultation with affected people and facilitating their participation during project implementation; (vii) Describe the subproject’s grievance redress mechanism for resolving complaints about environmental performance; (viii) Present the set of mitigation measures to be undertaken to avoid, reduce, mitigate, or compensate for adverse environmental impacts; (ix) To describe the monitoring measures and reporting procedures to ensure early detection of conditions that necessitate particular mitigation measures; and (x) Identify who is responsible for carrying out the mitigation and monitoring measures.
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1.3 Structure of the Report
Executive Summary (i) Introduction (ii) Description of the project (iii) Policy, Legal & Administration framework (iv) Description of the Environment (v) Anticipated Environment Impacts and Mitigation Measures (vi) Public Consultation and Information Disclosure (vii) Grievance Redress Mechanism (viii) Environmental Management Plan (ix) Findings and Recommendation
Appendix
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2 DESCRIPTION OF PROJECT
2.1 Project Towns – Phuphkalan, Daboh, Alampur & Mihona
2.1.1 Project Towns
6. Phuphkalan, Daboh, Alampur and Mihona are the four tier II towns in Bhind District in Package-4A for providing 24 x 7 water supply. The brief description of the each town is given below.
a) Phuphkalan is a Nagar Parishad in the Bhind district of Madhya Pradesh, Nagar Parishad was established in 1985. Phuphkalan town is located 13 km away from district center Bhind town. Total population of the town as per 2011 census is 12,657. Total area under PNP jurisdiction is 13.99 sq.km with 15 nos. of wards under Phuphkalan Nagar Parishad.It is located near the border of state of Uttar Pradesh which is located at 30 km from the town.
b) Daboh is a Nagar Parishad town in the Bhind District of Madhya Pradesh. The Nagar Parishad Daboh was established in the year 2011 with 15 wards. Total population of the town as per 2011 census is 12,657. Total area under DNP jurisdiction is 12.7sqkm. The town well connected to Datia and Bhind through SH-45, which forms the main spine of the town.
c) Alampur is a Nagar Parishad town in the Bhind District of Madhya Pradesh. Total population of the town as per 2011 census is 10,686 in 15 wards. Total area under ANP jurisdiction is 12.11sqkm.Alampur town is 83 km away from district headquarter Bhind, 93 km from Gwalior and 63 km from Datia.
d) Mihona is a Nagar Parishad town in the Bhind District of Madhya Pradesh. Total population of the town as per 2011 census is 16,935 in 15 wards. Total area under MNP jurisdiction is 7sqkm.Mihona town is 44 km away from district headquarter Bhind and 112 km from Gwalior.
In this chapter the existing water supply system in these five towns and the proposals made for sustainable water supply including the implementation schedule have been briefly described.
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-1: Location of Project Towns
2.2 Existing Water Supply Situation - Phupkalan
7. Water supply in Phuphkalan, responsibility of Nagar Parishad, is primarily dependent on sub-surface water sources. At present, water is drawn from 7 municipal tube wells located across the city. Besides bore wells, water is extracted through 306 hand pumps (for daily usage) located across the city. 8. Tube wells are having pumps with capacity of 12.5 HP and 15 HP with submersible pumps. Each tube well has a yield of approx. 10 to 15KL/hour. Town has one OHSR which is under supervision of PHED and it is being unused. Therefore, there is no water storage facility in the town. Water supply is facilitated directly from tube wells to the distribution system. 9. The piped water supply dates back to 1977s in the town. The piped water is supplied through pipe line (8 km).In addition to this, wells and hand pumps are other source of water. Geographical coverage of pipe water in town indicates that thirteen wards (2, 3, 4, 5, 6, 7, 8, 9, 10 and 11) are partially covered and five wards (1, 12, 13, 14 and 15) are not covered by piped water supply. The distribution systems are having AC pipes with sizes of 4” and 3” diameters. Nearly 40% of pipe network area covered under pipe having diameter of 4” while remaining 60% covered under 3” diameter pipes. 10. Nagar Parishad supplies 0.20 MLD of water at the rate of 16 litres water per capita per day (gross) including unaccounted for water (UFW). 11. Presently the water tax is being collected in town at the rate of Rs.30/- per connection per month for domestic connections. There are total 1064numbers of connections for water supply.
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
12. The ground water in Phupkalan was tested as part of the preparation of DPR for Water Supply for the town and found TDS, Hardness and Iron are beyond permissible limits.
2.3 Existing Water Supply Situation – Daboh
13. Water supply in Daboh is primarily dependent on ground water sources. Presently, Nagar Parishad supplies drinking water by means of 7 tube wells. There are 9 hand pumps, which are also used by the residents. Water is supplied for 6 hours (3 hours in the morning and 3 hours in the evening) daily through direct pumping from 7 tube wells. The per capita water supply has been estimated as 22 LPCD, which is very less compare to the CPHEEO Manual’s minimum requirement (70 LPCD). 14. At present, water is drawn from 7 tube wells located across the town with an average depth of 230 feet (70mtr) and having an average size of 150mm diameter with a discharge capacity of 10KL to 15KL per hour. Water is directly drawn from various ground water sources and supplied to the HHs with chlorination treatment. 15. The present status of water supply in the town dates back to 1972s. It covers 43% of the population of the town. Total length of distribution system available in Daboh is around 17Km with AC pipes having sizes of 63 mm, 75 mm and 100 mm. The ward wise coverage of water supply delineates ward 5, 7, 8, 9, and 14 as fully and ward 1, 2, 3, 4, 6, 10, 11, & 15 as partially covered wards of the town. The ward 12 and 13 is deprived from piped water supply 16. Near Nagar Parishad office campus(ward no 13), construction of one OHSR with 400KL Capacity with 15m staging height and One GLSR of 200 KL capacity is already completed. As per ULB officials both of them will be commissioned by March 2016. Besides this, construction of one GLSR of 200 KL capacity and one OHSR of 400 KL at Ward 14 in the town has been awarded to the contractor in the month of January 2016. 17. Presently the water tax is collecting in town at the rate of Rs.30/- per connection per month for domestic connections. Currently the operation and maintenance is done by the municipality. There is one engineer (sub engineer) along with 2 line men, and 10 contractual staff who are responsible for the operation and maintenance of the water supply system in the town. 18. Groundwater testing report was not available for Daboh at the time of survey. As per the discussion with ULB officials the quality of ground water is good.
2.4 Existing Water Supply Situation - Alampur
19. Water supply in Alampur is primarily dependent on sub-surface water sources. Presently Nagar Parishad supplies drinking water by means of 10 tube wells. There are 85 hand pumps and 18 open wells which are also used by the residents. The average ground water table depth 65 meters. Only 70% of the population is covered by piped water supply. 20. Groundwater testing report was not available for Alampur at the time of reconnaissance survey. As per the discussion with ULB officials the quality of ground water is very good.
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
21. The daily water supply has been assessed as 0.75MLD for the town. At present in ULB water is supplying for 2 hours (1 hour in the morning and 1 hour in the evening) daily at the rate of 50LPCD through two OHSRs by pumping from 10 tube wells of average yield 10 to 12.5 KL/hr. At present the entire water supply is being supplied from tube wells with chlorination. Hence no water treatment plant is available in the town. 22. At present there are 2 Over Head Tanks (OHTs) for storage with a total capacity of 345KL. One is located at Narsingh temple with 30KL capacity constructed in the year 1976 and the other is at Degree College with 315 KL capacity constructed in the year 2008.One sump of 50KL capacity exists near Degree College OHT being used for storage. 23. The entire Alampur is being supplied from ground water source and has coverage of 70% of town area by distribution system. At present the town has around 9 Km length of distribution system of AC pipes having 80mm and 100mm dia. maximum. The city presently has 1934 households with 1,108 individual water connections. 24. Presently the water tax is collecting in town at the rate of Rs.45/- per connection per month for domestic connections.
2.5 Existing Water Supply Situation - Mihona
25. Water supply in Mihona is primarily dependent on sub-surface water sources. At present, water is drawn from 12 tube wells located across the town. Besides bore wells, water is extracted through 120hand pumps (for daily usage) located across the town. Groundwater testing report was not available for Mihona. However as per discussion with stakeholders the quality of groundwater here is generally good in most of the places in the town. 26. At present, the water supply is 1.0 MLD. The water supply is approximately 65 lpcd which is low as per standards. Water is supplied for two hour daily on an average. Almost 55% localities are covered by municipal water supply. Town doesn’t have any water treatment plant. 27. At present there are 2 Over Head Tanks (OHTs) for storage with a total capacity of 635 KL. One is located at ward no14 at hospital ground with capacity of 135KL having staging height of 15m. Other one is located at ward no.8 in old pump house ground with capacity of 500KL which is under construction stage. At the same site Ground service reservoir is also under construction. 28. In Mihona, 70% of town area is covered by distribution system. However the geographical coverage of piped water has been categorized as total eight wards as fully covered wards (6, 9, 10, 11, 12, 13, 14 and 15), four wards as partially covered wards (4, 5, 7 and 8) and rest three wards as uncovered wards (1, 2 and 3) of the town. The present distribution system was laid in 1970 and thereafter it was increased based on requirement and demand. At present the town has around 14 Km length of AC pipes distribution system. 29. The water is being supplied from OHSR and directly from tube wells to the system. Currently there are 960 domestic connections (taps) and 50 community connections (taps) of municipal water supply as per the data provided by the Mihona Nagar Parishad officials. .
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
30. Presently the water tax is collecting in town at the rate of Rs.30/- per connection per month for domestic connections with Rs.500/- as one time charges.
2.6 Proposed System & Project Components – Phuphkalan, Daboh, Alampur and Mihona
31. As part of preparation of DPRs for water supply for four towns in the Package, existing situation is studied and infrastructure gap is assessed for 24 x 7 water supply system. Except Phuphkalan, river water is taken as source for the proposed schemes in the three project towns. For Phuphkalan existing 7 tube wells are adopted as source for the system. In case of surface water source it is proposed to withdraw water by intake constructed in the bed of the river in the pool formed by constructing Weir across the river. From intake raw water is proposed to pump to WTP through raw water rising mains for the treatment. In case of ground water source all the tube wells are interconnected to pump to WTP. From WTP, the treated water is directly pumped to each OHSR in every water distribution zone of the town.
32. Following Table 2-1shows the details of proposed project components in four town’s water supply scheme. Schematic diagram of water supply scheme, proposed transmission system and WTP schematic diagram are given in Figure 2-2 to Figure 2-233.
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Preparation of Detailed Project Report for Water Supply of Different Towns of Madhya Pradesh - Cluster-B IEE Report Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Table 2-1: Proposed Water Supply Project Components – Phuphkalan, Daboh, Alampur and Mihona S.No Particulars Phuphkalan Daboh Alampur Mihona I Water Demand 1 Base Year (2016) 1.13 1.65 0.93 1.46 (MLD) 2 Commissioning 1.18 1.70 0.95 1.50 Year 2018 (MLD) 3 Prospective Year 1.51 2.06 1.13 1.8 2033 (MLD) 4 Ultimate Year 1.84 2.45 1.31 2.07 (2048) (MLD) II Source 1 Alternatives 1. Chambal River 1. Pahuj River 1. Pahuj River 1. Pahuj River 2. Ground Water Source 2. Sindh River 2. Sindh River 3. Sone River 4. Ground Water
2 Selected Source Ground Water Source : Existing Pahuj River Sindh River Pahuj River 7 Tube wells III Proposed System 1 From source to Tube Wells – Raw water Rising Weir-Intake - Raw Water Rising Weir-Intake - Raw Water Rising Weir-Intake - Raw Water Rising consumer supply Main –WTP – Clear Water Rising Main - WTP - Clear Water Main - WTP - Clear Water Main - WTP - Clear Water Rising Main - OHTs - Distribution Rising Mian - OHTs - Distribution Rising Mian - OHTs - Distribution Mian - OHTs - Distribution System - System –Household Connection System - Household Connection System - Household Connection Household Connection IV Proposed System
1 New Tube Wells Not required. Not Applicable Not Applicable Not Applicable 2 Weir Not Applicable To impound water for lean To impound water for lean To impound water for lean period. period. period. 3 m Height, 80m length. 4 m Height, 115m length. 3 m Height, 200m length Location: Across Pahuj River Near Location: Across Pahuj River, Location: Across Sindh River Ahroli village. Near Bridge on Samthar Road. Near Bridge on Ratangarh Mata Temple Road.
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S.No Particulars Phuphkalan Daboh Alampur Mihona 3 Intake cum pump Not Applicable To withdraw water from the river To withdraw water from the river To withdraw water from the river and house and to pump raw water. and to pump raw water. to pump raw water. 5m dia, 10m height. 4m dia, 15.20 m height. 4.5m dia, 13 m height. Pumps 2 nos. (1 working + 1 Pumps 2 nos. (1 working + 1 Pumps 2 nos. (1 working + 1 standby) of total 22 Kw. standby) of total 14 Kw. standby) of total 48 Kw. Location: In the bed of Pahuj Location: In the bed of Sindh Location: In the bed of Pahuj River, River, At the above mentioned River, At the above mentioned At the above mentioned location. location. The land belongs to location. The land belongs to The land belongs to WRD, Govt. of WRD, Govt of MP. WRD, Govt of MP. MP.
4 Raw Water Rising For Water transmission to WTP. To transport raw water from To transport raw water from To transport raw water from intake Main- DI K9 5.58 Km from the existing tube intake well to WTP. intake well to WTP. well to WTP. wells to WTP with 100,150,200 705m length, 200mm dia. 660m length, 150mm dia. 14.1 Km length, 200mm dia. mm Diameters. Location: Pipeline will be laid Location: Pipeline will be laid Location: Pipeline will be laid Location: Trunk line connecting underground to WTP site along underground to WTP site along underground to WTP site along the all existing 7 tube wells will be the existing road. the existing road. existing road. laid underground to WTP site Part of raw water main, around along the existing road. 200m, is proposed to be laid along the RoW of existing road which falls under forest area.
5 WTP For Treatment of water to For Treatment of water to For Treatment of water to For Treatment of water to drinking drinking water standards. drinking water standards. drinking water standards. water standards. 1.84 MLD capacity WTP 2.45 MLD capacity WTP 1.43 MLD capacity WTP 2.26 MLD capacity WTP consisting consisting of consisting of consisting of of ▪ Cascade Aerator ▪ Cascade Aerator ▪ Cascade Aerator ▪ Cascade Aerator ▪ Pressure Filter ▪ Sedimentation ▪ Sedimentation ▪ Sedimentation ▪ Softners ▪ Clarifloculator ▪ Clarifloculator ▪ Clarifloculator ▪ Blending with Raw Water ▪ Filters ▪ Filters ▪ Filters ▪ Disinfection with chlorination ▪ Disinfection with chlorination ▪ Disinfection with chlorination ▪ Disinfection with chlorination Miscellaneous infrastructure Miscellaneous infrastructure Miscellaneous infrastructure Miscellaneous infrastructure (Compound wall, watch man (Compound wall, watch man (Compound wall, watch man (Compound wall, watch man room, room, approach road etc) room, approach road etc) room, approach road etc) approach road etc). Location: WTP land is located in Location: WTP land is located Location: WTP land is located Location : WTP land is located at
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S.No Particulars Phuphkalan Daboh Alampur Mihona RTO land. abutting Samthar road. abutting Ratangarh Mata Temple Khuthali Village near Mihona Required land is 0.75 Acre; land Required land is 1.5 Acre; land is road. Required land is 1.50 Acre; land is is owned by Regional Transport owned by Government of MP. Required land is 1.25 Acre; land owned by Government of MP. department, Government of MP. At present the land is vacant. is owned by Government of MP. At present the land is vacant. At present the land is vacant. At present the land is vacant.
6 Clear Water For Water transmission from For Water transmission from For Water transmission from For Water transmission from WTP to Rising Main-DI K9 WTP to two OHSRs. WTP to two OHSRs. WTP to two OHSRs. two OHSR including Feeder 1km length, 150mm diameter. 13.5Km length with 150, 200,250 19.3 Km length with 200 mm 6.05 Km length with 150, 200 mm Mains Location: Transmission main mm diameters. diameter. diameters from WTP to OHSRs will be laid Location: Transmission main Location: Transmission main Location: Transmission main from underground along the existing from WTP to OHSRs will be laid from WTP to OHSRs will be laid WTP to OHSRs will be laid road. underground along the existing underground along the existing underground along the existing road. road. road. 7 Sump cum Pump To store treated water and to To store treated water and to To store treated water and to To store treated water and to build house build up adequate pressure to build up adequate pressure to build up adequate pressure to up adequate pressure to pump to pump to OHTs pump to OHTs. pump to OHTs. OHTs. Pump room of 5m diameter and Pump room of 5m diameter and Pump room of 5m diameter and Pump room of 5m diameter and 4.5m height mounted on Sump 4.5m height mounted on Sump 4.5m height mounted on Sump 4.5m height mounted on Sump 65 55 KL Capacity. 75 KL Capacity. 50 KL Capacity. KL Capacity. Pumps 4 nos (2 working + 2 Pumps 2 nos (1 working + 1 Pumps 2 nos (1 working + 1 Pumps 2 nos (1 working + 1 standby) of total 12.8 Kw. standby) of total 33 Kw. standby) of total 17 Kw. standby) of total 27.4 Kw. Location: At RTO land as Location: Near Proposed WTP Location: Near Proposed WTP Location: Near Proposed WTP as described above. as described above. as described above. described above.
8 OHSRs (15m 1) 325 KL capacity in Zone-1 210 KL capacity in Zone -2 near 220 KL capacity in Zone -1 near 340 KL capacity in Zone -2 near height) near Nagar Parishad office old OHT. Tehsil office. WARD 3, Bhatri. 2) 325 KL capacity in Zone-2 Location: At old OHT. Location: Near Tehsil office. Location: Near WARD 3, Bhatri. At near RTO land. Dilapidated OHT exists. The land Dilapidated shed exists. The land present land is vacant. The land Location: 1) Near Nagar belongs to ULB. belongs to ULB belongs to ULB Parishad office at old OHT. Dilapidated OHT exists. The land belongs to ULB. At present the
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S.No Particulars Phuphkalan Daboh Alampur Mihona land is vacant. 2) Land is owned by Regional Transport department, Government of MP. At present the land is vacant. 9 HDPE Pipes For distribution of water to For distribution of water to public. For distribution of water to public. For distribution of water to public. PE100 PN10 public. Class - Location: Pipes will be laid Location: Pipes will be laid Location: Pipes will be laid Distribution underground along the public underground along the public underground along the public roads system Pipe Inner Dia Length Pipe Inner Length (m) in entire project area. Pipe Inner Length (m) (m) Dia Dia Pipe Inner Dia Length (m) 62mm 20151 62mm 20,868 62mm 19.597 75mm 5295 75mm 7,049 62mm 20264 75mm 3,729 92mm 4313 92mm 2,830 75mm 4,947 92mm 2,724 105mm 2864 105mm 1,933 92mm 2,263 105mm 1,655 117mm 1150 135mm 3,558 105mm 3,443 135mm 448 135mm 1684 150mm 35 117mm 1,458 167mm 782 150mm 91 167mm 1,893 135mm 1721 190mm 239 167mm 305 210mm 1,051 150mm 408 210mm 122 210mm 313 235mm 280 167mm 486 Total 29,296 235mm 38 300mm (DI 1,046 190mm 68 roads in entire project area. K9) Total 36,204 Since exiting distribution system 210mm 2303 Total 40,543 Location: Pipes will be laid is of AC pipes, will be left as it is 235mm 518 underground along the public roads in entire project area. in the ground untouched. 300mm(DI-K9) 21 roads in entire project area. Since exiting distribution system Since exiting distribution system is of AC pipes, will be left as it is Total 37,900 is of AC pipes, will be left as it is in the ground untouched. Since exiting distribution system is in the ground untouched. of AC pipes, will be left as it is in the ground untouched.
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S.No Particulars Phuphkalan Daboh Alampur Mihona 10 Household To Provide water to To Provide water to To Provide water to To Provide water to Connections with consumers and consumers and consumers and consumers and flow meters measure water measure water measure water measure water usage. usage. usage. usage. 1820 nos. 3050 nos. 1700 nos. 2430 nos. Location: Water delivery pipe Location: Water delivery pipe Location: Water delivery pipe Location: Water delivery pipe (Blue (Blue MDPE of dia 20 - 25 mm) (Blue MDPE of dia 20 - 25 mm) (Blue MDPE of dia 20 - 25 mm) MDPE of dia 20 - 25 mm) will be will be connected to distribution will be connected to distribution will be connected to distribution connected to distribution lines and lines and meters will be attached lines and meters will be attached lines and meters will be attached meters will be attached to the to the delivery pipe at each to the delivery pipe at each to the delivery pipe at each delivery pipe at each house. house. house. house.
11 Bulk flow Maters For measurement of quantity of For measurement of quantity of For measurement of quantity of For measurement of quantity of water water. water. water. 13 Nos. 13 Nos. 6 Nos. 6 Nos. Location : Fixed at Tube wells, Location: Intake, At WTP on Location: Intake, At WTP on Location: Intake, At WTP on Feeder mains to OHTs, Delivery Delivery pipe of Clear Water, Delivery pipe of Clear Water, Delivery pipe of Clear Water, Feeder pipes of OHTs, bulk meters will Feeder mains to OHTs, Delivery Feeder mains to OHTs, Delivery mains to OHTs, Delivery pipes of be pipes of OHTs, bulk meters will pipes of OHTs, bulk meters will OHTs, bulk meters will be fixed with the pipe section be be fixed with the pipe section. fixed with the pipe section. fixed with the pipe section.
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Figure 2-2: Schematic Diagram for Water Supply for Phuphkalan
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-3: Proposed Water Supply Zones and Transmission System
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-4: WTP Schematic Diagram – Phuphkalan
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-5: Layout Plan of Proposed WTP – Phuphkalan
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-6: Schematic Diagram for Water Supply for Daboh
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-7: Proposed Water Supply Zones and Transmission System – Daboh
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-8: Plan & Section of Intake – Daboh
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-9: Intake Arrangement – Daboh
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-10: Hydraulic Flow Diagram of Proposed WTP – Daboh
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-11: Layout Plan of Proposed WTP – Daboh
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-12: Schematic Diagram for Water Supply for Alampur
Figure 2-13: Proposed Water Supply Zones and Transmission System – Alampur
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Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 2-14: Plan & Section of Intake – Alampur
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Figure 2-15: Intake Arrangement – Alampur
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Figure 2-16: Hydraulic Flow Diagram of Proposed WTP- Alampur
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Figure 2-17: Layout Plan of Proposed WTP- Alampur
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Figure 2-18: Schematic Diagram for Water Supply for Mihona
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Figure 2-19: Proposed Water Supply Zones and Transmission System –Mihona
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Figure 2-20: Plan & Section of Intake – Mihona
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Figure 2-21: Intake Arrangement – Mihona
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Figure 2-22: Hydraulic Flow Diagram of Proposed WTP- Mihona
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Figure 2-23: Layout Plan of Proposed WTP- Mihona
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2.7 Construction Procedure
33. Weir, Intake, WTP and OHSR will be built on government land at various locations in the project towns. Weir and Intake well cum pump house will involve construction within the water body. An enclosed area will be created at the selected site using temporary barriers like sand bags or sheet piles and the water will be pumped out to make the area dry for construction. Once this is created, the rest of the construction will follow the general construction procedures to create a RCC well. Once the work is over, the temporary barriers will be removed. For construction of Weir the river water will be diverted by construction of cofferdam to make the area dry and the concreting will be done.
34. The cavity for the ground reservoirs and foundations for the overhead reservoirs will be excavated by backhoe, with soil being loaded onto trucks for disposal or will be used in site development. Aggregate and concrete will be tipped into each void to create the foundations and floor, after which metal reinforcing rods will be added to create the outline of the walls of the ground reservoir and the vertical supporting pillars of the overhead reservoir. Sections of reinforcing will then be encased in wooden shuttering and concrete will be poured in, and this process will be repeated to gradually create each structure from reinforce cement concrete (RCC), including the tank of the overhead reservoir and the above-ground portion of the ground reservoir. Surfaces will be smoothed and finished where necessary by hand.
35. Small brick rooms will be built at pump house to house pumping equipment. The foundation will be dug and aggregate and concrete poured in to create the floors, after which the brick walls and roof materials will be added by hand. Chlorine cylinders and other equipment (including flow-meters) will be brought in on trucks and offloaded and attached by hand. A small cavity for the chlorination sump and trenches for pipe-work will also be dug, and the sump will constructed from concrete and brick.
36. The transmission main will run from the tube wells to the town along the road, and the branches will run alongside paved secondary roads. The trunk main and distribution main will be laid alongside minor paved roads in the town and in the small inhabited areas to be served on the mainland; and the distribution network will be laid alongside paved local roads in these areas and in the town.
37. Most pipes will be laid in trenches, dug in the Government-owned RoW adjacent to the road. In some of the narrower streets, where in places the RoW may be occupied by drains or the edges of shops or houses, trenches will be dug into the edge of the road to avoid removing structures.
38. Trenches will be dug by backhoe, supplemented by manual digging where necessary. Excavated soil will be placed beside the trench, and the pipes (brought to site on trucks
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and stored on unused land nearby) will be placed in the trench by crane or using a small rig. Pipes will be joined by hand, and sand from local quarries will be shovelled into the trench beneath and around the pipe for support and protection. Soil will then be replaced manually on top of the pipe and compacted by a vibrating compressor. Roads are repaired by the local authority, so a layer of gravel will be placed on the surface of the trench to provide a protective layer until the tarmac is reinstated.
39. Pipes are normally placed by approximately 1 m below the existing ground level/road level and a clearance of 200 mm is left between the pipe and each side of the trench to allow backfilling. Trenches will be smaller for the distribution main (minimum of 1m deep and 0.6 m wide). For laying of rising main trenches are dug for 1.2 m deep and 0.8 m wide.
40. New pipes and connections to the distribution main will be provided to house connections, and these will run to individual dwellings in small hand-dug trenches, or on the surface. New consumer meters will be located outside houses, attached to a wall or set onto the ground.
2.8 Implementation Schedule
41. The proposed water supply scheme is expected to be completed by 2017 with in duration of 18 months which includes project sanctioning, bid processing and construction and assessed to be commissioned in 2018.
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3 POLICY, LEGAL AND ADMINISTRATIVE FRAMEWORK
3.1 Introduction about ADB Policy
42. ADB affirms that environmental and social sustainability is a cornerstone of economic growth and poverty reduction in Asia and the Pacific. ADB’s Strategy 2020 therefore emphasizes assisting DMCs to pursue environmentally sustainable and inclusive economic growth. In addition, ADB is committed to ensuring the social and environmental sustainability of the projects it supports. In this context, the goal of the SPS is to promote the sustainability of project outcomes by protecting the environment and people from projects’ potential adverse impacts.
3.2 Objectives
43. The objectives of ADB’s safeguards are to: i. Avoid adverse impacts of projects on the environment and affected people, where possible. ii. Minimize, mitigate, and/or compensate for adverse project impacts on the environment and affected people when avoidance is not possible; and iii. Help borrowers/clients to strengthen their safeguard systems and develop the capacity to manage environmental and social risks.
44. ADB’s Safeguard Policy Statement (SPS) sets out the policy objectives, scope and triggers, and principles for three key safeguard areas. i. Environmental safeguards, ii. Involuntary resettlement safeguards, and iii. Indigenous Peoples safeguards.
3.3 Categorization of Urban Infrastructure Projects
45. ADB uses a classification system to reflect the significance of a project’s potential environmental impacts. A project’s category is determined by the category of its most environmentally sensitive component, including direct, indirect, cumulative, and induced impacts in the project’s area of influence. Each proposed project is scrutinized as to its type, location, scale, and sensitivity and the magnitude of its potential environmental impacts.
46. Environmental Categories of Projects: Projects are assigned to one of the following four categories:
Category A: A proposed project is classified as category A if it is likely to have significant adverse environmental impacts that are irreversible, diverse, or unprecedented. These impacts may affect an area larger than the sites or facilities subject to physical works. An environmental impact assessment is required.
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Category B: A proposed project is classified as category B if its potential adverse environmental impacts are less adverse than those of category A projects. These impacts are site-specific, few if any of them are irreversible, and in most cases mitigation measures can be designed more readily than for category A projects. An initial environmental examination is required.
Category C: A proposed project is classified as category C if it is likely to have minimal or no adverse environmental impacts. No environmental assessment is required although environmental implications need to be reviewed.
As per the guidelines/SPS the present project comes under the Category B as less adverse environmental impacts are envisaged.
3.4 National Law
47. The GoI EIA Notification of 2006 (replacing the EIA Notification of 1994), sets out the requirement for Environmental Assessment in India. This states that Environmental Clearance (EC) is required for specified activities/projects, and 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.
48. Category A projects requires Environmental Clearance from the National Ministry of Environment and Forests (MoEF). The proponent is required to provide preliminary details of the project in the form of a Notification, after which an Expert Appraisal Committee (EAC)of the MoEF prepares comprehensive Terms of Reference (ToR) for the EIA study, which are finalized within 60 days. On completion of the study and review of the report by the EAC, MoEF considers the recommendation of the EAC and provides the EC if appropriate.
49. Category B projects require environmental clearance from the State Environment Impact Assessment Authority (SEIAA). The State level EAC categorizes the project as either B1 (requiring EIA study) or B2 (no EIA study), and prepares TOR for B1 projects within 60 days. On completion of the study and review of the report by the EAC, the SEIAA issues the EC based on the EAC recommendation. The Notification also provides that any project or activity classified as category B will be treated as category A if it is located in whole or in part within 10 km from the boundary of protected areas, notified areas or interstate or international boundaries. 50. EC is not required for the water supply sub-project that is the subject of this Environmental Examination.
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3.5 Relevant Environmental Legislations for Water Supply Project
3.5.1 Air (Prevention and Control of Pollution) Act 1981
51. The objective of this Act is to provide for the prevention, control and abatement of air pollution, for the establishment, with a view to carrying out the aforesaid purposes, of Boards, for conferring on and assigning to such Boards powers and functions relating thereto and for matters connected therewith.
3.5.2 Noise Control Rules 2000
52. The objective of these rules, is to regulate and control the ambient noise levels in public places from various sources inter–alia industrial activity, construction activity (fire crackers, sound producing instruments) gen sets, loud speakers, public addressing system, vehicular horns and other mechanical devices have deleterious effects on human health and psychological wellbeing of the people, it is considered necessary to regulate to regulate and control the ambient noise levels.
These rules are applicable to Water supply project since noise may results during the construction and operation of the WTP and lying of Distribution network.
3.5.3 Ancient Monuments and Archaeological Sites and Remains Act, 1958 and Ancient Monuments and Archaeological Sites and Remains (Amendment and Validation) Act, 2010
53. Project towns do not have any monuments and protected sites. Therefore, this act is not applicable to the project.
3.5.4 National Environment Policy, 2006
54. The Objectives of NEP 2006 is (i) Conservation of Critical Environmental Resources (ii) Inter-generational Equity (iii) Efficiency in Environmental Resources Use (iv) Enhancement of Resources (v) Integration of Environmental Concerns for Socio-economic (vi) Intra-generational Equity: Livelihood Security for the Poor
3.5.5 Forest Conservation Act 1980
55. The Forest Conservation Act 1980 was enacted to help conserve the country's forests. It strictly restricts and regulates the de-reservation of forests or use of forest land for non- forest purposes without the prior approval of Central Government. To this end the Act lays down the pre-requisites for the diversion of forest land for non-forest purposes.
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3.5.6 Labour Laws
56. The contractor shall not make employment decisions based upon personal characteristics unrelated to job requirements. The contractor shall base the employment relationship upon equal opportunity and fair treatment, and shall not discriminate with respect to aspects of the employment relationship, including recruitment and hiring, compensation (including wages and benefits), working conditions and terms of employment or retirement, and discipline. The contractor shall provide equal wages and benefits to men and women for work of equal value or type. 57. Since the project involves labour for construction and operation of civil works this law is applicable.
3.5.7 Madhya Pradesh State Water Policy, 2003
58. Prepared in accordance with the National Water Policy, it states that “for environmental balance, skillful and planned management of all types of developmental activities, economic use on equitable basis and in view of the prime importance of water for all human and other living beings, an effective and sound water policy is necessary”. Policy is detailed in 17 sections dealing with different aspects of water resources. No. 7 deals with Water Allocation Priorities, and according to which drinking water supply shall have the highest priority followed by irrigation, power, tourism, etc. Water Resource Department is nodal department for permitting different uses of water resources. Policy also states that “clear provision for reservation of drinking water shall be made in irrigation projects”.
59. This policy is applicable to the proposed project for abstraction of water from the river and construction of intake well.
3.5.8 Water (Prevention and Control of Pollution) Act of 1974, Rules of 1975, and amendments
60. Act was enacted to provide for the prevention and control of water pollution and the maintaining or restoring of wholesomeness of water, by Central and State Pollution Control Boards and for conferring on and assigning to CPCB/SPCBs powers and functions relating to water pollution control. Control of water pollution is achieved through administering conditions imposed in consent issued under to this Act. These conditions regulate the quantity and quantity of effluent, the location of discharge and the frequency of monitoring of effluents. Any component of the subproject having the potential to generate sewage or trade effluent will come under its purview. Such projects have to obtain Consent For Establish (CFE) under Section 25 of the Act from Madhya Pradesh Pollution Control Board (MPPCB) before starting implementation and Consent For Operate (CFO) before commissioning.
61. Water treatment plant (WTP) requires CFE and CFO from MPPCB
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3.5.9 Construction & Demolition Waste Management Rules, 2016
62. Rules to manage construction & to waste resulting from construction, remodeling, repair and demolition of any civil structure. Rules define C&D waste as waste comprising of building materials, debris resulting from construction, re-modeling, repair and demolition of any civil structure.
63. These rules are applicable for construction and demolition waste in the proposed water supply scheme.
3.6 Permissions/Clearances Required
64. Project will require following government permission/approvals: (i) Permission of WRD, GoMP. for water abstraction from rivers and construction of intake well and Weir. (ii) Consent for establishment and consent for operation for WTPs from Madhya Pradesh Pollution Control Board; (iii) Conversion of forest and permission of Forest Department for laying of raw water main in Alampur. (iv) Clearance from Highways Department for cutting roads. These permissions/approvals shall be obtained prior to invitation of bids. (v) Prior to construction, permissions for breaking or shifting of public utilities like sewer lines or water pipe lines, cutting of trees from Nagar Parishad, (vi) Clearance from electricity board for shifting/ moving of streetlight.
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4 DESCRIPTION OF ENVIRONMENT
4.1 Methodology Used for Baseline Data
65. Data for the study is collected from literature study, discussion with stakeholders and site visit to the proposed project components sites.
66. Literature survey covers the following a. Project details, reports, maps, and other documents prepared by DPR Consultants. b. Discussions with municipal authorities, Public Health Engineering Department, Water Resources Department etc. c. Secondary data from City Development Plan (CDP), Central ground water board reports. d. Literature on land use, soil, geology, hydrology, climate, socioeconomic profiles, and other planning documents collected from Government agencies and websites.
67. Site visits: All the proposed project sites were visited during preparation of IEE to assess the existing environment (physical, biological, and socioeconomic) and gathered information.
4.2 Baseline Data for Project Towns
68. The following table shows the base line data has been generated for project towns for implementation of water supply.
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Table 4-1: Baseline Environmental Features– Phuphkalan, Daboh, Alampur and Mihona S. Particulars Phuphkalan Daboh Alampur Mihona No Physical Environment 1 Location Nagar Parishad in the Bhind Nagar Parishad in the Bhind Nagar Parishad in the Bhind Nagar Parishad in the Bhind district of district of Madhya Pradesh. district of Madhya Pradesh. district of Madhya Pradesh. Madhya Pradesh. Phuphkalan is located Daboh is located at 26.030N and Alampur is located at 78.780 E Mihona is located at 26 17'04'' N at 26°38’37”N to 78°52’31”°E. 78.880E. and 26.020 N. latitude and 78 58'54'' E latitude. Phuphkalan town is located 13 km Town is located 81 km away from Town is located 83 km away Town is located 44 km away⁰ from away from district center Bhind district center Bhind town. from district center Bhind town. district center Bhind⁰ town. town. 2 Connectivity NH-92 connects Phuphkalan to State Highway 45 connects the Gwalior and Datia are at a Mihona town is well connected through Gwalior, Bhind and Etawah. It is town with Datia in the south and distance of 93 and 63 kms two State Highways (SH-45 and SH-2), connected to Etawah (27km) in Bhind in the north (Bhind-Bhander respectively from Alampur. which connects the town with important north east. Mehgaon (32 km), road). Also well connected with Bhind city is 83 km away from urban centres of the region viz. Bhind, Gohad (51 km) and Gwalior (92 Gwalior with district roads. the town. Gwalior, Jhansi and Datia. Km) via NH-92 and Akoda (23 km), There is no direct railway The town is not connected with railway Lahar (68 km) and Daboh (95 km) connectivity to Daboh town; the The town is not connected with line. Nearest Railway Stations is Bhind via. SH-2 and SH-45. nearest railway station is Datia, at railway line. The nearest (50Km.). Gwalior is the nearest main Nearest Railway Station is at Bhind a distance of 67Km from Daboh. railway station is at Datia, railway junction which is around 112km (Gwalior – Bhind Railway line), The nearest airport is at Gwalior, which is 63 km from the town. from the town. which is 13 km from the town. The which is around 106 km from town. The nearest airport is Gwalior The nearest airport is at Gwalior, main railway junction near the town Airport at a distance of 93 km around 112km from Mihona town. is at Gwalior, which is 92km away from Alampur. from the town. The nearest airport is at Gwalior, which is around 92km from town. 3 Area & Area : 13.99 Sqkm Area : 12.70 Sqkm. Area : 3.08 Sqkm. Area : 7 Sqkm. Population Population : 12,657 (2011 census) Population : 18,097 (2011 census) Population : 10,686 (2011 Population : 16,935 (2011 census) in in 15 wards in 15 wards census) in 15 wards 15 wards
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S. Particulars Phuphkalan Daboh Alampur Mihona No 4 Land use Landuse Area (in % of Land use Land Land Landuse Existing Land Use Characteristics Proposed Land Hectares) Total use use (Year 2012) Use (Year 2021) Area (Sq. (%) Area (in % of Total Land use Residential 481 37.79 Km) sqkm) Area % of Commercial 29 2.24 Residential 1.29 41.88 Residential 1.21 17.30 Area (in Total Commercial 0.2 6.49 Hectares) Industrial 5 0.37 Commercial 0.12 1.77 Area Institutional 49 3.85 Institutional 0.1 3.25 Institutional 0.17 2.43 Residential 1.288 9.21 Green 77 6.06 Open/Green 0.32 10.39 Green/Open 0.18 2.60 Commercial 0.158 1.13 Water Body 23 1.82 Spaces Spaces Institutional 0.120 0.86 Agricultural 541 42.67 Water 0.61 19.81 Water Body 0.03 0.47 Open/Green 1.295 9.26 land Bodies Agricultural 4.89 69.86 Spaces Roads 65 5.20 Roads 0.52 16.88 Roads 0.39 5.57 Agriculture 11.105 79.38 Total 1270 100 Special 0.04 1.30 Total 7.00 100
Water Body 0.010 0.07 Areas Roads 0.013 0.09 (Gadhi) Total 1399 100 Industrial 0 0
Total 3.08 100.00
5 Climate and The climate of Phuphkalan region The climate of Daboh region is The climate of Alampur region The climate of Mihona region is Rainfall is characterized by general characterized by general dryness, is characterized by general characterized by general dryness, dryness, except during the south- except during the south-west dryness, except during the except during the south-west monsoon west monsoon season. The winter monsoon season. The winter south-west monsoon season. season. The winter season from season from December to season from December to The winter season from December to February is followed by February is followed by the February is followed by the December to February is the summer season from March to summer season from March to summer season from March to followed by the summer season about middle of June. The period from about middle of June. The period about middle of June. The period from March to about middle of Middle of June to about the end of from Middle of June to about the from Middle of June to about the June. The period from Middle September is the south-west monsoon end of September is the south- end of September is the south- of June to about the end of season. October and November west monsoon season. October west monsoon season. October September is the south-west constitute the post-monsoon or and November constitute the post- and November constitute the post- monsoon season. October and retreating monsoon season. The monsoon or retreating monsoon monsoon or retreating monsoon November constitute the post- average annual rainfall of Mihona season. The average annual season. The average annual monsoon or retreating under Bhind region for 30 years from rainfall of Phuphkalan under Bhind rainfall of Daboh under Bhind monsoon season. The average 1972 to 2002 is 803 mm. region for 30 years from 1972 to region for 30 years from 1972 to annual rainfall of Alampur
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S. Particulars Phuphkalan Daboh Alampur Mihona No 2002 is 803 mm. 2002 is 803 mm. under Bhind region for 30 years from 1972 to 2002 is 803 mm. 6 Earthquake Project area lies in the Seismic Project area lies in the Seismic Project area lies in the Seismic Project area lies in the Seismic Zone II Zone II as per the Bureau of Indian Zone II as per the Bureau of Indian Zone II as per the Bureau of as per the Bureau of Indian Standards, Standards, means lower to Standards, means lower to Indian Standards, means lower means lower to medium seismic medium seismic intensity medium seismic intensity to medium seismic intensity intensity
7 Ground Water As per Central Ground Water As per Central Ground Water As per Central Ground Water As per Central Ground Water Board Resources Board report (2014-15) the project Board report (2014-15) the project Board report (2014-15) the report (2014-15) the project area falling area falling under safe zone for area falling under safe zone for project area falling under safe under safe zone for ground availability ground availability with yield in the ground availability with yield in the zone for ground availability with with yield in the range of 1.4 to 54 lps range of 1.4 to 54 lps yield and the range of 1.4 to 54 lps yield and the yield in the range of 1.4 to 54 yield and the depth to average ground depth to average ground water depth to average ground water lps yield and the depth to water table varies in the range of 20 to table varies in the range of 20 to table varies in the range of 20 to average ground water table 40m below ground level. Also the 40m below ground level. Also the 40m below ground level. Also the varies in the range of 20 to 40m report specifies the annual water level report specifies the annual water report specifies the annual water below ground level. Also the fluctuation is less than 2m in Bhind level fluctuation is less than 2m in level fluctuation is less than 2m in report specifies the annual district. The maps are attached as Bhind district. The maps are Bhind district. The maps are water level fluctuation is less Appendix. attached as Appendix. attached as Appendix. than 2m in Bhind district. The As pumping test conducted, Total maps are attached as availability of underground water Appendix. resource of is about 448.20 Cubic As pumping test conducted, meter/10 hrs from pumping and Total availability of pump may lower at depth 30 to underground water resource of 45m. The pumping test results are is about 257.5 Cubic attached in Appendix. meter/10.00 hrs from pumping and pump may lower at depth Water Quality of sub-surface water 30 to 45m. It is found to be very at nine locations in the project area good aquifer network by is tested.Out of nine samples of conducting modflow model it ground water, seven samples are indicates high potential aquifer. taken at each existing tube wells. The pumping test results are The results are compared with the attached in Volume 2 of DPR
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S. Particulars Phuphkalan Daboh Alampur Mihona No drinking water standards, observed for water supply of the project that some of the samples contain town. Total Dissolved Solids (TDS) in the range of 573 to 702 mg/l against 500mg/l, Total Hardness in the range of 258 to 286 mg/l against 200mg/l and Iron in the range of 0.37 to 0.85 mg/l against 0.3mg/l, recommended to treat the water through aeration, filtration, softening and blending with raw water.
8 Surface water There is no water body in the town. There are two ponds in Daboh, In Alampur there is Sone In Mihona there are 6 main drains: bodies There is one irrigation canal namely, KardhanTalab and River and one pond, named 1. Siddha Baba(kuchha) Nala (2.0km) passing from south to north of GathaiTalab. as MarialTalab are the major 2. AyodhyaBasti (Pukka) Nala town. water bodies. (0.5km) 3. KhatikMohalla Nala (Ward-15) (0.3km) 4. Bhind Road Nala (Ward 14 & 6) (0.5km) 5. GathaiMohalla Nala (0.4km) 6. Lahar Road and Urai Road Nala (0.5) and two ponds exist in ward 1 and 9. 9 Water Quality Water Quality of surface (Chambal Water Quality of the source (Pahuj Water Quality of the source River) water in the project area is River) is tested. (Sindh River) is tested Water Quality of the source (Pahuj tested. Three days of sampling has been Three days of sampling has River) is tested. Owing to presence of coliform (18 done at the intake location(near been done at the intake Three days of sampling has been done nos against Nil), the surface water Bridge on Samthar Road). location(Near Bridge on Sindh at the intake location. needs to be treated before The results are compared with the River at Ratangarh Mata Owing to presence of coliform (in the supplying to the public. Test results drinking water standards. Owing to Temple). range of 48 to 51nos against Nil), the are attached in Appendix. presence of coliform (in the range The results are compared with surface water needs to be treated
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S. Particulars Phuphkalan Daboh Alampur Mihona No of 12 to 16 against Nil), the the drinking water standards. before supplying to the public. Test surface water needs to be treated Owing to presence of coliform results are attached in Appendix. before supplying to the public. (in the range of 46 to 49 nos Test results are attached in against Nil), the surface water Appendix. needs to be treated before supplying to the public.Test results are attached in Appendix. 10 Air Quality and There is no data on ambient air There is no data on ambient air There is no data on ambient air There is no data on ambient air quality Noise Levels quality and Noise levels in quality and Noise levels in Daboh, quality and Noise levels in and Noise levels in Mihona, which are Phuphkalan, which are not subject which are not subject to monitoring Alampur, which are not subject not subject to monitoring by the to monitoring by the Madhya by the Madhya Pradesh Pollution to monitoring by the Madhya Madhya Pradesh Pollution Control Pradesh Pollution Control Board Control Board (MPPCB) as there Pradesh Pollution Control Board (MPPCB) as there are no major (MPPCB) as there are no major are no major industries. Board (MPPCB) as there are industries. industries. Particulate matter is likely to be no major industries. Particulate matter is likely to be high, Particulate matter is likely to be high, particularly during summer Particulate matter is likely to be particularly during summer months. high, particularly during summer months. Traffic is the only high, particularly during Traffic is the only significant pollutant, months. Traffic is the only significant pollutant, so levels of summer months. Traffic is the so levels of oxides of sulphur and significant pollutant, so levels of oxides of sulphur and nitrogen are only significant pollutant, so nitrogen are likely to be well within the oxides of sulphur and nitrogen are likely to be well within the National levels of oxides of sulphur and National Ambient Air Quality Standards likely to be well within the National Ambient Air Quality Standards nitrogen are likely to be well (NAAQS). Ambient Air Quality Standards (NAAQS). within the National Ambient Air The project town is deemed silence (NAAQS). The project town is deemed Quality Standards (NAAQS). zone as only residential area The project town is deemed silence zone as only residential The project town is deemed surrounded by agricultural fields exist. silence zone as only residential area surrounded by agricultural silence zone as only residential area surrounded by agricultural fields exist. area surrounded by agricultural fields exist. fields exist. Ecological Resources – Update this with the forest data 1 Forests - Flora There is no forest area within the There is no forest area within the There is no forest area within There is no forest area within the limit & Fauna limit of project area. limit of project area and also along the limit of project of project area. Project area falls in the tropical pipeline alignment. area.However part of raw water climatic condition. Therefore all main, around 200m, is Project area falls in the tropical climatic kinds of tropical flora and fauna are Project area falls in the tropical proposed to be laid along the condition. Therefore all kinds of tropical
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S. Particulars Phuphkalan Daboh Alampur Mihona No found in this region. climatic condition. Therefore all RoW of existing road which flora and fauna are found in this region. The main vegetation is Kardhai, kinds of tropical flora and fauna falls under Marseniforest area. The main vegetation is Kardhai, Khair, Khair, Hingot, Reunjha, Ber, are found in this region. Hingot, Reunjha, Ber, Birbira, Birbira, Chhenkur, Proopis, Nim, The main vegetation is Kardhai, Project area falls in the tropical Chhenkur, Proopis, Nim, and Babul and Babul (Divisional Forest Khair, Hingot, Reunjha, Ber, climatic condition. Therefore all (Divisional Forest Office, Bhind). Office, Bhind). Birbira, Chhenkur, Proopis, Nim, kinds of tropical flora and fauna The common wild life found in the The common wild life found in the and Babul. are found in this region. region are commonLangur, Monkey region are commonLangur, The main Tree found here are (Rhesus Macaque), Sloth Bear, Jackal, Monkey (Rhesus Macaque), Sloth The common wild life found in the Neem, Ber Babul Ronjh, Siris, Indian Fox, Indian Wild Boar, Common Bear, Jackal, Indian Fox, Indian region are common Langur, Mahua, and Kachnar Indian (Sehi), Blue Bull, Common Wild Boar, Common Indian (Sehi), Monkey (Rhesus Macaque), Sloth Mongoose etc. Blue Bull, Common Mongoose etc. Bear, Jackal, Indian Fox, Indian The birds found here are Rock Wild Boar, Common Indian (Sehi), Pigeon, Bulbul, Indian house- Blue Bull, Common Mongoose etc. sparrow, Peacock, Red vented, Laughing Dove, and common The birds found here are Rock Kingfisher. Pigeon, Bulbul, Indian house- sparrow, Peacock, Red vented, The common Mamals found in Laughing Dove, and common the region are Indian Palm Kingfisher Squirrel, Indian Grey Mangoose, house mouse, The main Scrub found here are Black Rat and Indian false Ratanjot, Raimuniya, baghnakhi, vampire Bat. Safed-Dhatura Socioeconomic Environment
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S. Particulars Phuphkalan Daboh Alampur Mihona No 1 Population Population is increased from 7,202 Population of Daboh is increased The population of Alampur is Population of Mihona is increased from Trend in 1991 to 10,246 in 2001 and from 10,856 in 1991 to 15,897 in increased from 7,705 in 1991 to 12,224 in 1991 to 14,805 in 2001 and further to 12,657 in 2011. However 2001 and further to 18,097 in 9,350 in 2001 and further to further to 16,935 in 2011. However the the rate of increase in population is 2011. However the rate of 10,686 in 2011. However the rate of increase in population is decreasing, 42% in 2001 to 23% in increase in population is rate of increase in population is decreasing, 21% in 2001 to 14% in 2011, in two decades. This is decreasing, 46% in 2001 to 14% in decreasing, 21% in 2001 to 2011, in two decades. This is because because people are migrating to 2011, in two decades. This is 14% in 2011, in two decades. people are migrating to urban areas for urban areas for employment, because people are migrating to This is because people are employment, livelihood etc. livelihood etc. urban areas for employment, migrating to urban areas for As per the census 2011, the sex ratio livelihood etc. employment, livelihood etc. of Mihona is 889is far below the sex As per the census 2011, the sex As per the census 2011, the sex Sex ratio in Alampur town is ratio of state of Madhya Pradesh is ratio of Phuphkalan is 864 is far ratio of Daboh is 873 is far below 854, which is much lower than 931. And the juvenile sex ratio (0-6 below the sex ratio of state of the sex ratio of state of Madhya the average of Madhya year) is 891 which is also lesser than to Madhya Pradesh is 931. And the Pradesh is 931. And the juvenile Pradesh i.e. and the juvenile that of state is 917. juvenile sex ratio (0-6 year) is 945 sex ratio (0-6 year) is 898 which is sex ratio (0-6 years) is 830, far above than to that of state 917. also lesser than to that of state is below from that of Madhya 917 Pradesh which is 917 2 Wards Phupkalan is divided into 15 Daboh is divided into 15 Alampur is divided into 15 Mihona is divided into 15 administrative administrative wards. Ward 9 is administrative wards. Ward 8 is administrative wards. Ward 1 is wards. Ward 6 is most populated, with most populated, with 1040 and most populated, with 1980 and most populated, with 1171 and 1,898 and lowest population of 486 is lowest population of 514 is living in lowest population of 624 is living in lowest population of 395 is living in ward 9. ward 10 ward 5. living in ward 6. 3 SC/ST The total SC population in the town The total SC population in the The total SC population in the The total SC population in the town is Population is 2,233 i.e 17.65% of total town is 4,059 i.e 22% of total town is 1,706 i.e 16% of total 2,973 i.e 18% of total population and population. Mostly SC population population. Mostly SC and ST population. Mostly SC and ST ST population of 79 i.e. 0.47%. Mostly lives in Ward 15 whereas ST population lives in Ward 6 and population lives in Ward 5 only. SC and ST population lives in Ward 15 populations live in Ward 8 only. Ward 4 respectively. and Ward 5 respectively.
4 Literacy 66% of the total population are 67% of the total population are 67% of the total population is 68.5% of the total population is literates literatesin the town. Among literates in the town. Among literates in the town.Among in the town. Among literates, 60% literates, 60% males and 40% literates, 61% males and 39% literates, 61% males and 39% males and 40% females are literates females are literates. Number of females are literates. Number of females are literates. Number Number of literates is more in Ward-6 literates is more in Ward 14 and literates is more in Ward 13 and of literates is more in Ward-1 and less in Ward-9.
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S. Particulars Phuphkalan Daboh Alampur Mihona No less in Ward 6. less in Ward 5. and less in Ward-6. 5 Economic The economy of the town is based The economy of the town is based The economy of the town is . Activity on agriculture. Based on 2011 on agriculture. Based on 2011 based on agriculture. Based on The economy of the town is based on census 53.3% workers are census 55% workers are involved 2011 census 65% workers are agriculture. involved in agriculture. in agriculture. involved in agriculture Sociocultural Environment 1 History, During consultations with various As such there is no famous temple There are many temples in the There are few places of religious and culture and stakeholders and local people it available in the town. Some of the town namely Harihareshwar historical importance, like ‘UwaiKheda’, tourism has been interpreted that in this temples Shiv temples, Annapurna (Badi Mata) temple, Batuk, where Rani of Jhansi LaxhmiBai rested city there was a temple of temple, Narsinh Temple, Malharimartand, Surya, during war, Mela ground, where fair “PhuohiMata”, people worship this MatajiTemple, Rakulmata Temple, Renuka, Ram Hanuman happens after Holi for 15 days, Balaji deity to save the city from any Bavanbaba temple, Sukhdevimata Temples, Shriram Temple, Sun temple, Gathai Temple, Baiznath disaster and on the name of this Temple, Paramaimata temple are Laxmi Narayan Temple, Maruti Temple and the ‘Gadi’ deity this city was named found in the site visits. Temple, Narsinh Temple, Phuphkalan. Every Monday people KhanderaoMartand Temple, gather there for worshiping the Memorial of MalharRao and “Phuphi Mata” and a village mela is mosque exist in the town. organized. As such there is no famous temple available in the town. Some of the temples Hanuman temples, Jain temple, Kalimata temple, Jageswar Temple are found in the site visits.
P a g e | 65 Preparation of Detailed Project Report for Water Supply of Different IEE Report Towns of Madhya Pradesh - Cluster-B Package-4A: Phuphkalan, Daboh, Alampur & Mihona
Figure 4-1: Subproject Area & Environs – Phuphkalan
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Figure 4-2: Subproject Area & Environs – Daboh
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Figure 4-3: Subproject Area & Environs – Alampur
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Figure 4-4: Subproject Area & Environs – Mihona
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4.3 Subproject Site Environmental Features
a) The following are the site environmental features for the project components. Khata and Kasra details of the following are attached as Appendix.
Table 4-2: Site Environmental Features – Phuphkalan Component Location Local Environmental features Photos
Old OHT adjacent to main road. Dilapidated OHT needs to be demolished.
At old Land is with in the town, OHT OHT near surrounded by residential Nagar Parishad areas. Site belongs to ULB. One tree is existing in the site, will be protected as per EMP
Open Land, At present not in use. RTO land near Land is with in the town, OHT &WTP Bhadakur surrounded by roads and Road residential area. Tiraha Land belongs to Government of Madhya Pradesh. No trees are found in the site
Transmission pipelines will be mostly laid along the main roads. Pipes will be laid underground.
Transmission Pipes will be laid along the and In the roads/streets in the towns distribution town network within the road right of way (ROW). In wider roads pipes will be laid in the road shoulder, and in narrow roads, where there is no space, pipes will be laid in the road carriage. There are no trees along the
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Component Location Local Environmental features Photos roads. In some areas pipes will be laid in the middle of the road, which may affect the traffic. Given the small diameter (about 100 mm) pipes, the trench excavation will be very minimal (0.4 x 0.7m)
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Table 4-3: Site Environmental Features –Daboh Local Environmental Photos Component Location features River. Only bushes are found.
Land is outside the town, In the bed surrounded by river and of Pahuj agricultural fields. Weir and River, near Intake bridge on Land belongs to water Samthar resources department. Aquatic Road life in the location is limited to local species of fishes, and aquatic plants No notable sensitive features are found.
Abutting Shrubs. Open field, at present no utilization. The site is Samthar outside the town. Neighboring WTP road near sites are under cultivation by Dhorka farmers. The land belongs to Village Government of MP.
Old OHT land, within the town, OHT of 210 surrounded by residential Old OHT KL area. Land belongs to ULB. Dilapidated OHT exists.
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Local Environmental Photos Component Location features
Transmission pipelines will be mostly laid along the main roads. Pipes will be laid underground.
Pipes will be laid along the roads/streets in the towns within the road right of way (ROW). In wider roads pipes will be laid in the road Transmission shoulder, and in narrow roads, and In the distribution town where there is no space, pipes network will be laid in the road carriage. There are no trees along the roads. In some areas pipes will be laid in the middle of the road, which may affect the traffic. Given the small diameter (about 100 mm) pipes, the trench excavation will be very minimal (0.4 x 0.7m)
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Table 4-4: Site Environmental Features – Alampur Component Location Local Environmental features Photos River. Only bushes are found. Land is outside the town and surrounded by river and barren land. Land belongs to water In the bed resources department. Aquatic Weir and of Sindh life in the location is limited to Intake River local species of fishes, and aquatic plants No notable sensitive features are found.
Shrubs. Open field, at present no utilization. Abutting road to Land is outside the town and WTP -1.4MLD Ratangarh surrounded by river, roads and mata agricultural fields. temple The land belongs to Government of MP.
Dilapidated Building exists, at present no utilization. OHT of 220 at Tehsil KL Ward 8 Land is within the town, surrounded by residential areas. Land belongs to ULB.
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Component Location Local Environmental features Photos
There is no forest area within the limit of project area. However part of raw water main, around 200m, is proposed to be laid along the RoW of existing road which falls under Marseni forest area. No trees are found along Row. Only bushes exist.
Transmission pipelines will be mostly laid along the main roads. Pipes will be laid underground.
Transmission and In the Pipes will be laid along the distribution town network roads/streets in the towns within the road right of way (ROW). In wider roads pipes will be laid in the road shoulder, and in narrow roads, where there is no space, pipes will be laid in the road carriage. There are no trees along the roads. In some areas pipes will be laid in the middle of the road, which may affect the traffic. Given the small diameter (about 100 mm) pipes, the trench excavation will be very minimal (0.4 x 0.7m)
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Table 4-5: Site Environmental Features –Mihona Locati Local Environmental features Photos Component on River. Only bushes are found. Land is outside Mihona, In the surrounded by river and bed of residential area in Ahroli village. Pahuj Weir and Land belongs to water resources River, Intake department. Aquatic life in the near location is limited to local species Ahroli of fishes, and aquatic plants No village notable sensitive features are found.
At Shrubs. Open field, at present no Mihona utilization. The land is outside of WTP -2.07 , the town, surrounded by MLD Khuthal agricultural fields. The land i Village belongs to Government of MP.
Shrubs. Open field, at present no WARD OHT of 340 utilization. The land is inside of the 3, KL town, surrounded by residential Bhatri area. The land belongs to ULB
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Transmission pipelines will be mostly laid along the main roads. Pipes will be laid underground.
Pipes will be laid along the roads/streets in the towns within the road right of way (ROW). In wider roads pipes will be laid in the road shoulder, and in narrow Transmission and In the roads, where there is no space, distribution town pipes will be laid in the road network carriage. There are no trees along the roads. In some areas pipes will be laid in the middle of the road, which may affect the traffic. Given the small diameter (about 100 mm) pipes, the trench excavation will be very minimal (0.4 x 0.7m)
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5 ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES
5.1 Introduction
69. The purpose of the impact statement is to study and provide information on the nature and extent of environmental impacts arising from design, establishment and operation of water supply project and proposing the mitigation measures for the identified impacts. This information shall contribute decisions on the following;
70. Overall acceptability of any adverse environmental consequences that are likely to arise as a result of the proposed project. Conditions and requirements for the detailed design, establishment and operation of the proposed projects to mitigate against adverse environmental consequences wherever practicable and acceptability of minimized impacts after the proposed mitigation measures is implemented.
71. The environmental impact study of the establishment activity shall cover all developments within the proposed project sites and any other works associated with these developments outside the study area. The impact prediction shall include specific impacts namely; air quality impact, water pollution impacts, noise impacts, impacts due to solid waste etc.
72. Potential environmental impacts are categorized into four categories considering subproject phases: location impacts and design impacts (pre-construction phase) ,construction phase impacts and operations and maintenance phase impacts.
a) Location impacts include impacts due to site selection and include loss of on-site biophysical arrangement and encroachment either directly or indirectly on adjacent environments. It also includes impacts on people who will lose their livelihood or any other structures by the development of that site.
b) Design impacts due to the design of project components, including technology used, scale of operation/throughput, waste production, discharge specifications, pollution sources and ancillary services.
c) Construction impacts include impacts caused by site clearing, earthworks, machinery, vehicles and workers. Construction site impacts include erosion, dust, noise, traffic congestion and waste production.
d) O&M impacts include impacts arising from the operation and maintenance activities of the infrastructure facility. These include routine management of operational waste streams, and occupational health and safety issues.
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73. The impact study is carried out for the 1) Design & Location 2) Construction phase and 3) operation phase. The environmental impacts arising from the development on air, water, soil, noise, traffic and socio-economic conditions are systematically examined and evaluated.
5.2 Pre- Construction Impacts - Design& Location
74. Design of the Proposed Components: The Central Public Health and Environment Engineering Organization (CPHEEO) manual suggests a design period of 15/30 years in general while designing the system for water supply components. Since, the packages are proposed to be implemented sequentially; theoretically, each of the system components should have a different design year.
75. However, in order to maintain unanimity in the design period and design population, it is proposed to consider 2048 as the design year for all the system components. Accordingly, 2018 shall be the base year and 2033 the intermediate year to cross check the designs pertaining to intermediate demand as also for designing pumps, motors and others. The rate of supply has been taken as 70 lpcd for 100% population.
76. Structure in seismic zone II- Design impact & mitigation: While a structure is designed all possible load combination are considered those may come into structure. This includes seismic load also. As per the seismic design philosophy laid in IS: 1893, 2002, the structure are designed such a way that it can withstand all Design Basis Earthquake (DBE) which are basically minor and medium ground shaking and it should not collapse but have cracks which are reparable during Maximum Considered Earthquake (MCE) which are basically major slaking. Thus as per the provision of the seismic code the structure are designed in such a way that in no case it will collapse. The present structures are also designed in line with the above provision of the IS 1893.
77. Location of Intake, WTP, Pump Houses, reservoirs and pipelines: The location of intake well is selected in such a way that most of the time in a year should receive good quality of water and to avoid the existence of currents that may endanger the safety of the structure. The location of WTP is selected keeping in mind that it must be above the HFL of the river.
78. Each town in Package-4A has been subdivided into water distribution zones. Each zone would cater 2000 to 2500 households. Existing OHT and work awarded OHT have been considered for planning. The capacity of OHSRs required in each zone has been worked out using the mass flow curve specified in CPHEEO Manual on Water Supply and Treatment.
79. Following environmental considerations are included in the project:
(i) To the maximum extent possible nearest surface watersource is adopted.
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(ii) Limiting the height of water impounding structures (dams) in Daboh, Alampur & Mihona to the height of the river banks so that the storage is limited to the river course (iii) Design of apron to arrest erosion of the river bank of the downstream of dam (iv) Recycling of backwash water (v) Treatment and reuse of sludge from treatment process (vi) Designing the entire system to maintain optimal flow and terminal pressure, and optimizing the overall energy usage (vii) Reducing the incidence of water borne diseases by providing 100%populationincluding urban poor with potable water supplies (viii) Improve water use efficiency and reduce water wastage at household level by recording and monitoring the water usage, and charging the consumers as per usage; due consideration to urban poor (ix) Minimize unaccounted for water (UFW) losses using district metered area approach with flow meter and pressure logging arrangements to identify and rectify the leaks, and unauthorized connections (x) Using low-noise and energy efficient pumping systems
5.2.1 Water Source Sustainability &Impacts association with water abstraction
a) Phuphkalan 80. Source Identification: The following water sources are identified for proposed water supply scheme for Phuphkalan; (i) Chambal River & (i) Ground Water Source, and based on the following it is decided to continue the existing groundwater source:
i. Chambal River 81. Chambal River is a perennial river and the nearest surface water body for Phuphkalan town. Chambal River is located at9 km north east direction of Phuphkalan town. Chambal River is originated in Janapav hills in Vindhyachal range in Mhow Tehsil of Indore of Madhya Pradesh and joins Yamuna River in Etawah District of UP.Banas, Mej, Kali Sindh, Parbatiand Shipra River are the tributaries of Chamabal River. Total catchment area of Chambal is 59,940 sq km and flows for a length of 938Km. The river is approximately 9 km away from Phuphkalan town. A vast river section, including near the Phuphkalan, is notified by the Government of India as National Chambal Gharial Wildlife Sanctuaryfor the critically endangered gharial (small crocodiles), the red-crowned roof turtle and the endangered Ganges river dolphin. Although Chambal River is a good source with adequate flow, considering the protected area category, this source is not considered.
ii. Groundwater 82. Major Water Bearing Formation in the project area is Alluvium; Weathered fractured & jointed Vindhyan sand stones &shale. As per Central Ground Water Board report (2014-15) the project area, comes under Bhind block, falling under safe zone for ground availability with yield in the range of 1.4 to 54 lps yield and the depth to average ground water table varies in the range of 20 to 40m below ground level. Also the report specifies the annual
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water level fluctuation is less than 2m in Bhind district. The hydrogeological map of Bhind district is attached as Appendix. 83. Besides the above pumping test has also been conducted to estimate yield of the existing tube wells, based on results it is recommended that, the tube well can draw water by pumping more than 10 hrs can be pumped up to 10.00 hours with creating a drawdown upto 10 m with intermittent pumping is advised {i.e., for 6 hours of pumping give rest (stop pumping) for 30 minutes}. Total availability of underground water resource of is about 448.20 Cubic meter/10 hrs from pumping and pump may lower at depth 30 to 45m. The pumping test results are attached in Appendix.
iii. Finalization of Source 84. Though surface source is available nearby town, the location is falling under Crocodile (Gadiyal) protected area.
85. As per CGWB report project area is falling under safe category and pumping test results shows the project area has good potential of ground water. Considering the requirement of Phuphkalan and problem associated with surface water tapping, it is proposed to have ground source for Phuphkalan water supply scheme.
86. The existing 7 tube wells in the town are adopted as source of the water supply scheme. The locations of tube wells are marked in drawing attached as Appendix. As per ULB information the existing water supply has been started in 1977 and the tube wells are installed as per the requirement as the town is growing, there is no history of tube wells becoming nonfunctional. They are operated for three hours daily. The same tube wells are proposed to be operated for 22 hrs daily with a new pump set arrangements. The yield test results are attached in Appendix. Considering the safe category of the groundwater sources as per the CGWB, there is potential further abstraction of groundwater without any impacts on groundwater regime and environment, or other users. Therefore, no negative impacts envisaged due to the project.
87. Groundwater quality. Water quality of seven existing tube wells is tested and results are attached as Appendix10.1. The results are compared with the drinking water standards, observed that some of the samples contain Total Dissolved Solids (TDS) in the range of 573 to 702 mg/l against 500mg/l, Total Hardness in the range of 258 to 286 mg/l against 200mg/l and Iron in the range of 0.37 to 0.85 mg/l against 0.3mg/l recommended to treat the water through aeration, filtration, softening and blending with raw water.
88. At present there is no sewerage system in the town, and also open defecation is prevalent. Also with increasing water supply, the wastewater generation will also increase, and without proper sewerage collection and treatment system, it may polluted the groundwater. A proper sewerage system is to be developed in the town. A source augmentation &
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protection plan needs to be prepared and implemented in Phuphkalan to augment and protect the groundwater source from contamination: • The annular space between the casing pipe and the wall of the bore well must be sealed with cement slurry in order to prevent groundwater contamination • A 1m x 1m x 1m concrete block is to be constructed around the exposed casing pipe above the surface. The block will be 50 cm above the ground and 50 cm below the ground to holdfast the casing pipe. • The top of the casing pipe should be at least 90 cm above the ground or above the reported HFL of the site, whichever is higher. • Suitable measures to be taken to prevent contamination of source since the water quality may be impacted by untreated sewage flowing nearby; suitable provisions should be made for lining of drains and prevention and chocking / overflow / lateral and vertical seepage. • In addition to the above, measures should be taken to control the open defecation, and to close all unsafe latrines (for example pit latrines). • Awareness programs shall be conducted regarding the sanitation practices and its effect on groundwater quality
b) Source – Daboh
89. Source Identification :Besides the existing groundwater source, Pahuj River, flow at about 11 km southeast of the town, is another potential source of water for Daboh. Although groundwater is available in the area, considering the proximity of good surface water source (Pahuj River) and following the government policy to utilize surface water sources wherever it is feasible, it is proposed to develop Daboh water supply system based on Pahuj River source.
90. Pahuj River originates in Tikamgarh District in Madhya Pradesh and joins Sindh River (which in turn is a tributary of Yamuna River) at Dikauli Jagirvillage located in Madhogarh of Jalaun district of Uttar Pradesh. Total catchment area of the river is 4,451 sq. km. Pahuj River flowsat about 11 km southeast of Daboh, and is accessible by Daboh-Samthar road.
91. River flow. River is a perennial with very high seasonable flow variations. For about 4-5 months a year –in monsoon and post monsoon period of June / July to October, the flow is considerable. Rest of the period the river flow is minimal. A river gauging station is located on Pahuj River on the upstream side of the proposed intake location. Observed Daily Discharge Data for Pahuj River was collected from WRD, Government of Madhya Pradesh for last 5 years from year 2011-12 to 2015-16 and analyzed. The summary is given below. Raw data received from WRD is attached in Volume 2 of DPR for the project town.
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Source: Data from WRD, Government of Madhya Pradesh. June 2011- June 2012- June 2013- June 2014- June 2015 - May 2012* May 2013* May 2014* May 2015* Dec 2015 Minimum flow observed 1.74 1.87 1.52 0.33 0.87 (in cumecs) Maximum flow 152.1 719.312 672.7 53.98 162.15 observed (in cumecs) Ultimate demand of the 2.70 MLD town(MLD) Ultimate demand in cumec considering 22 0.034 cumecs hour pumping *data for the months of October, November & December 2014 not available
a) Finalization of Source 92. After discussion with Executive Engineer, Water Resources Department Bhander Main Canal Division and Lahar Branch Canal Division on 12.01.2016 and from the river Discharge Guage analysis it is observed that minimum flow in Pahuj River in last 5 years was0.33 cumec (recorded on May 1, 2015), while the estimated requirement of Daboh for the ultimate design year (2048) is 0.34 cumecs, considering 22 hour pumping. Hence the Pahuj River is adopted as sustainable water source for the proposed water supply scheme for Daboh.
93. Requirement of Weir (stop dam): Although river flow is perennial, the flow variation is significant over the seasons. As presented in the above table, in the last five years, the highest flow recorded was 719.32 cumec (on August 7, 2012), while the lowest was 0.33 cumecs (in May 2015). This mainly due to rainfall, while 2012 was good rainfall (more than long term average), 2015 experienced very poor rainfall. Considering this, even though, minimum flow is higher than the ultimate requirement it is proposed create adequate storage to meet at least the demand of the remaining months. Therefore a Weir (stop dam) is proposed with a storage capacity of 6months water requirement of project town with a height of 4m from the bed of river. The height of the dam is fixed in such a way that top level of structure is well below the High Flood Level of the river and to store required water. The banks of the river are much above the HFL, hence there will not be any submergence on the upstream. The overflow from the Weir will pass to the downstream without any hindrance.
94. Impacts due to dam on downstream users and ecosystem: As discussed above the river flow has very high seasonal variation, with significant flows in monsoon – post monsoon to very low flows in summer. The proposed dam to store the water requirement for the low-flow period of six months, is a small stop dam, height of which is lower than the river banks, and the total storage is 0.872 MCM. Submergence/storage will be confined to river course itself. Dam will be a solid structure (built in RCC) and will have no arrangements to increase/decrease the height (such as operable gates) or release or hold
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water beyond/below the fixed dam height. Given very small storage, dam will be filled at the first monsoon flow itself, and will continue to be full throughout (as the minimum flow is much higher than the demand), and the water coming from the upstream will overflow freely, and flow downstream without any hindrance. Therefore the change in flow regime due to this small dam will be negligible.
95. There is no notable, protected or unique aquatic life in the river, and the fish is limited to local varieties (such as Dingra, Roh, Paril, and Loch and water snakes). There is no commercial fishing taking place in this stretch of the river. There are also no notable water abstraction points or users in the downstream of the dam. Besides, there are three natural streams joins Pahuj River with in the 5 km in downstream from the proposed dam location. Out of three, two streams join from left side and one stream join Pahuj River from right side. All these streams are the natural drains that carry the runoff generated by the rainfall in this area. There is no industry or town situated in this reach of river, only agriculture fields are found. A forest has been observed at a distance of 3 km from the intake. As there will be notable change in the river flow regime, no impacts envisaged on downstream users or river ecosystem. The proposed impoundment, in fact, is likely to benefit the environment through groundwater recharge and propagating aquatic life.
96. Source water quality & pollution sources..Three days of sampling has been done at the intake location (near Bridge on Samthar Road) to test the water quality of the source. The results are compared with the drinking water standards. Owing to presence of coliform (in the range of 12 to 16 against Nil), the water needs to be treated before supplying to the public. There are no notable pollution sources in the upstream of proposed dam. There is only one natural nala/stream joining Pahuj River with in the 5 km in upstream from the proposed intake location. This nala is naturally formed and flow with runoff form surrounding areas in the rainy season only. The water quality of thisnala is quite good as there in no habitation nearby. However a small habitation named “Jakauli” is found near about 3 km from the intake well on upstream of Pahuj River but there was no drain that carry wastewater to the river. In 5 kilometers stretch of the river, neither tributary nor industry is found. Current water quality is suitable for drinking water after conventional treatment and disinfection, and as there are no notable pollution sources in the upstream near the intake, there is no likely risk of source contamination. However, there is a need to check on future development to avoid contamination of source.
c) Source – Alampur
97. Source identification: Besides the existing groundwater source, Sindh River, flow at about 19 km from town, is another potential source of water for Alampur. Although groundwater is available in the area, considering the proximity of good surface water source (Sindh River) and following the government policy to utilize surface water sources
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wherever it is feasible, it is proposed to develop Alampur water supply system based on Sindh River source.
98. Sindh River: The River is originated in Malwa Plateau in Vidisha District of MP joins Yamuna River in Etawah District of UP. The river flows for a length of 470km, having catchment of 26,699 Sqkm..
99. River Flow: River is is a perennial with very high seasonable flow variations, located a distance of 19 km from Alampur town (at the bridge near RatanGarh Mata Temple). A river gauging station is located on Sindh riveron downstream side of the proposed intake location. Observed Daily Discharge Data for Sindh River was collected from WRD, Government of Madhya Pradesh for last 5 years from year 2011-12 to 2015-16 and analyzed. The summary is given below. Raw data received from WRD is attached in Volume 2 of DPR for the project town.
Source: Data from WRD, Government of Madhya Pradesh. June 2011- June 2012- June 2013- June 2014- June 2015- May 2012* May 2013* May 2014* May 2015* Dec 2015* Minimum flow 5.69 4.89 8.21 7.05 5.61 observed (cumecs) Maximum flow 17,316 1,972 7,829 1,146 698 observed(cumecs) Ultimate demand 1.31 of the town (MLD) Ultimate demand 0.016 in cumec considering 22 hour pumping *data for the months of June 2011, Jan to June 2012, Jan to June 2013, Mar to July 2014, Oct to Dec 2014, Feb to July 2015 and Nov and Dec 2015 not available
100. Finalization of Source: After discussion with Executive Engineer, Lahar Branch Canal Division on 12.01.2016 and from the river Discharge Gauge data analysis it is observed that minimum flow in Sindh River in last 5 years is 4.89 cumecs(recorded on Nov 30th 2012) while the water required for Alampur town for ultimate design year (2048) is 0.016 cumecs considering 22 hour pumping. Hence the Sindh River is adopted as sustainable water source for Alampur.
101. Requirement of Weir: Though Sindh River is a perennial river the flow variation is significant over the seasons. As presented in the above table, in the last five years, the highest flow recorded was 17,316 cumecs(10th Aug 2011) while the lowest was 4.89cumecs(On Nov 30th 2012). Considering this, even though, minimum flow is higher
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than the ultimate requirement it is proposed to create adequate storage to meet at least the demand of remaining months. Hence Weir is proposed for a storage capacity of 8 months water requirement of project town with a height of 3m from the bed level of the river. The height of the dam is fixed in such way that top level of structure is well below the High Flood Level of the river and to store required water. The banks of the river are much above the HFL, hence there will not be submergence on the upstream. The overflow from the Weir will pass to the downstream without any hindrance.
102. Impacts due to dam on downstream users and ecosystem: As discussed above the river flow has very high seasonal variation, with significant flows in monsoon – post monsoon to very low flows in summer. The proposed dam to store the water requirement for the low-flow period of eightmonths, is a small stop dam, height of which is lower than the river banks, and the total storage is 0.642 MCM. Submergence/storage will be confined to river course itself. Dam will be a solid structure (built in RCC) and will have no arrangements to increase/decrease the height (such as operable gates) or release or hold water beyond/below the fixed dam height. Given very small storage, dam will be filled at the first monsoon flow itself, and will continue to be full throughout (as the minimum flow is much higher than the demand), and the water coming from the upstream will overflow freely, and flow downstream without any hindrance. Therefore the change in flow regime due to this small dam will be negligible.
103. There is no notable, protected or unique aquatic life in the river, and the fish is limited to local varieties (such as Dingra, Roh, Paril, and Loch and water snakes). There is no commercial fishing taking place in this stretch of the river. There are also no notable water abstraction points or users in the downstream of the dam. Three natural streams joins Sindh River with in the 5 KM in downstream from the proposed dam location. Out of three, one stream join from left side and two streams join Sindh River from right side with respect to direction of flow of the river. All these streams are the natural drains that carry the runoff generated by the rainfall in this area. There is no such industry or town situated in this patch of river, only few agriculture fields are found. As there will be notable change in the river flow regime, no impacts envisaged on downstream users or river ecosystem. The proposed impoundment, in fact, is likely to benefit the environment through groundwater recharge and propagating aquatic life.
104. Source water quality & pollution sources. Three days of sampling has been done at the intake location (Near Bridge on Sindh River at Ratangarh Mata Temple) for testing of water quality of source. The results are compared with the drinking water standards. Owing to presence of coliform (in the range of 46 to 49 nos against Nil), the surface water needs to be treated before supplying to the public. There are no notable pollution sources in the upstream of proposed dam. There are three natural streams join Sindh River with in the 5 km in upstream from the proposed intake location. All these three streams join Sindh River from left side with respect to direction of flow of the river. All these
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streams are naturally formed and flow with runoff form surrounding areas in the rainy season only. The water quality of these streams is quite good as there in no habitation nearby these streams. Besides, in this eight kilometers stretch of river, neither tributary nor industry is found. Current water quality is suitable for drinking water after conventional treatment and disinfection, and as there are no notable pollution sources in the upstream near the intake, there is no likely risk of source contamination. However, there is a need to check on future development to avoid contamination of source.
d) Source : Mihona
105. Source Identification: Two sources namely Sindh river and Pahuj River are considered for Mohona water supply scheme. After techno feasibility study Pahujriver is adopted as source.
106. Pahuj River: Originates in Tikamgarh District in Madhya Pradesh and joins Sindh River (which in turn is a tributary of Yamuna River) at Dikauli Jagir village located in Madhogarh of Jalaun district of Uttar Pradesh. Total catchment area of the river is 4,451 sq. km. Pahuj River flows at about 19 km from Mihona.
107. River Flow: River is a perennial with very high seasonable flow variations. For about 4-5 months a year - in monsoon and post monsoon period of June / July to October, the flow is considerable. Rest of the period the river flow is minimal. A river gauging station is located on Pahuj River on the upstream side of the proposed intake location. Observed Daily Discharge Data for Pahuj River was collected from WRD, Government of Madhya Pradesh for last 5 years from year 2011-12 to 2015-16 and analyzed. The summary is given below. Raw data received from WRD is attached in Volume 2 of DPR for the project town. Source: Data from WRD, Government of Madhya Pradesh. June 2011- June 2012- June 2013- June 2014- June 2015 - May 2012* May 2013* May 2014* May 2015* Dec 2015 Minimum flow observed 1.74 1.87 1.52 0.33 0.87 (in cumecs) Maximum flow 152.1 719.312 672.7 53.98 162.15 observed (in cumecs) Ultimate demand of the 2.07 MLD town(MLD) Ultimate demand in cumec considering 22 0.026 cumecs hour pumping *data for the months of October, November & December 2014 not available
108. Finalization of Source After discussion with Executive Engineer, Water Resources Department Bhander Main Canal Division and Lahar Branch Canal Division on 12.01.2016 and from the river
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Discharge Guage analysis it is observed that minimum flow in Pahuj River in last 5 years was 0.33 cumec (recorded on May 1, 2015), while the estimated requirement of Mihona for the ultimate design year (2048) is 0.026cumecs, considering 22 hour pumping. Hence the Pahuj River is adopted as sustainable water source for the proposed water supply scheme for Mihona.
109. Requirement of Weir (stop dam): Although river flow is perennial, the flow variation is significant over the seasons. As presented in the above table, in the last five years, the highest flow recorded was 719.32 cumec (on August 7, 2012), while the lowest was 0.33 cumecs (in May 2015). This mainly due to rainfall, while 2012 was good rainfall (more than long term average), 2015 experienced very poor rainfall. Considering this, even though, minimum flow is higher than the ultimate requirement it is proposed create adequate storage to meet at least the demand of the remaining months. Therefore a Weir (stop dam) is proposed with a storage capacity of 6 months water requirement of project town with a height of 3m from the bed of river. The height of the dam is fixed in such a way that top level of structure is well below the High Flood Level of the river and to store required water. The banks of the river are much above the HFL, hence there will not be any submergence on the upstream. The overflow from the Weir will pass to the downstream without any hindrance.
110. Impacts due to dam on downstream users and ecosystem: As discussed above the river flow has very high seasonal variation, with significant flows in monsoon – post monsoon to very low flows in summer. The proposed dam to store the water requirement for the low-flow period of six months, is a small stop dam, height of which is lower than the river banks, and the total storage is 0.778 MCM. Submergence/storage will be confined to river course itself. Dam will be a solid structure (built in RCC) and will have no arrangements to increase/decrease the height (such as operable gates) or release or hold water beyond/below the fixed dam height. Given very small storage, dam will be filled at the first monsoon flow itself, and will continue to be full throughout (as the minimum flow is much higher than the demand), and the water coming from the upstream will overflow freely, and flow downstream without any hindrance. Therefore the change in flow regime due to this small dam will be negligible.
111. There is no notable, protected or unique aquatic life in the river, and the fish is limited to local varieties (such as Dingra, Roh, Paril, and Loch and water snakes). There is no commercial fishing taking place in this stretch of the river. There are also no notable water abstraction points or users in the downstream of the dam. There are seven natural streams joins Pahuj River with in the 5 KM in downstream from the proposed intake location. All of these seven streams join Pahuj River from left side with respect to direction of flow of the river. All these streams are the natural drains that carry the runoff generated by the rainfall in this area. There is no such industry or town situated in this patch of river, only few agriculture fields are found. As there will be notable change in the river flow
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regime, no impacts envisaged on downstream users or river ecosystem. The proposed impoundment, in fact, is likely to benefit the environment through groundwater recharge and propagating aquatic life.
112. Source water quality & pollution sources. Three days of sampling has been done at the intake location at Ahroli Village for testing of water quality of source. The results are compared with the drinking water standards. Owing to presence of coliform (in the range of 48 to 51nos against Nil), the surface water needs to be treated before supplying to the public. There are no natural streams or artificial drain that joins Pahuj River with in the 5 KM in upstream from the proposed intake location. However in this segment of river agriculture fields are present on both sides. Besides, in this five kilometers stretch of river, neither tributary nor industry is found. Current water quality is suitable for drinking water after conventional treatment and disinfection, and as there are no notable pollution sources in the upstream near the intake, there is no likely risk of source contamination. However, there is a need to check on future development to avoid contamination of source
113. Use of Chlorine as disinfectant. It is proposed to use chlorine at WTP and also at OHSRs to disinfect the water prior to supply to consumers. There is invariably a safety risk when chlorine is handled. Although facilities are not located close to habitations, safety precautions are necessary to ensure the safety of workers and citizens. To avoid any risk, the chlorination facility will be provided with the following: (i) Chlorine neutralization pit (ii) Proper ventilation, lighting, entry and exit facilities (iii) Facility for isolation in the event of major chlorine leakage (iv) Personal protection and safety equipment for the operators in the chlorine plant (v) Provide training to the staff in safe handling and application of chlorine; this shall be included in the contract of Chlorinator supplier (vi) Supplier of Chlorinator equipment shall provide standard operating manual for safe operation and as well as maintenance and repairs; preferably these shall be provided both in English and Hindi Languages.
114. Sensitive project locations. There are forest areas around the project towns, however, except in Alampur where the raw water pipes are to be laid through the forest lands, none of the components located in or close to the project components. This will be further verified and ensured during the detailed design phase. In Alampur raw water pipes will be laid through forest lands. However, as the pipelines are aligned along existing forest roads, there is no need for tree cutting and/or removal of vegetation. During the construction phase, presence of work, vehicles and equipment may create disturbance / damage to the forest areas and wildlife. Measures will be required to avoid any impacts during construction activities near forests. These are given in EMP (Table 9)
115. Similarly proposed works in the river bed (for dam and intake) may damage the river bed, lead to degradation of water quality due to increase in turbidity and contamination from fuels and lubricant used in construction work. Increase in silt content
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and water turbidity, chemical quality can affect the aquatic life. Measures are included in the EMP to avoid, minimize these impacts (Table 9).
116. Removal of trees and vegetation will be minimize by best alignment and layout planning of facilities, however, this cannot be avoided fully. Appropriate measures in terms of compensatory tree plantation are included in the EMP (Table 9).
117. Utilities: Telephone lines, electric poles and wires, water lines within the proposed project locations may require to be shifted in few cases. To mitigate the adverse impacts due to relocation of the utilities, the contractor, in collaboration with ULB will (i) identify the locations and operators of these utilities to prevent unnecessary disruption of services during construction phase; and (ii) instruct construction contractors to prepare a contingency plan to include actions to be done in case of unintentional interruption of services.
118. Site selection of construction work camps, stockpile areas, storage areas, and disposal areas: Priority is to locate these near the project location. However, if it is deemed necessary to locate elsewhere, sites to be considered will not promote instability and result in destruction of property, vegetation, irrigation, and drinking water supply systems. Residential areas will not be considered for setting up construction camps to protect the human environment (i.e., to curb accident risks, health risks due to air and water pollution and dust and noise, and to prevent social conflicts, shortages of amenities, and crime). Extreme care will be taken to avoid disposals near forest areas, water bodies, or in areas which will inconvenience the community.
119. Site selection of sources of materials. Significant quantities of coarse aggregate and fine aggregate will be required for construction works. Contractor should procure these materials only from the quarries permitted/licensed by Mines and Geology Department. Contractor should, to the maximum extent possible, procure material from existing quarries, and creation of new quarry areas should be avoid as far as possible. It will be the construction contractor’s responsibility to verify the suitability of all material sources and to obtain the approval of Department of Mines & Geology and local revenue administration.
5.3 Construction Phase
5.3.1 Pipeline laying works.
120. Civil works in the project include linear excavation for laying pipes along the roads, placing pipes in the trench and refilling with the excavated soil. The trenches will be of 0.4 m – 0.7 m wide and 0.8 to 1.2 m depth. Subsequent to completion of works, road reinstatement will be undertaken by the contractor as part of the civil works. The roads in the core city area of both the towns are very narrow and congested with pedestrians and vehicles, while the roads in outer areas are wide.
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121. Earth work excavation will be undertaken by machine (backhoe excavator) and include danger lighting and using sight rails and barricades at every 100 m., while pipe 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 are not thrown into the trenches or dragged, but carefully laid in the trenches. As trenches are a maximum of 1.2 m, there is no risk of collapse of trenches or risk to surrounding buildings. Once they are laid, pipes will be joined as per specification and then tested for any cracks of leakages. The minimum working hours will be 8 hours daily, the total duration of each stage depends on the soil condition and other local features. About 95% of the excavated soil will be used for refilling the refilling the trench after placing the pipe and therefore residual soil after pipe laying and refilling is not significant. This soil shall be used for construction of WTP in ground leveling.
122. Although construction of these project components involves quite simple techniques of civil work, the invasive nature of excavation and the project locations in the built-up areas of the town where there are a variety of human activities, will result in impacts to the environment and sensitive receptors such as residents, businesses, and the community in general. These anticipated impacts are temporary and for short duration. Water and sewer lines will be laid on either side of the roads/streets.
5.3.2 Other construction works.
123. Other civil works in the subproject include construction ofWeir, intake well near River, water treatment plant, water tanks, and pumping stations, at the identified sites. These works will be confined to sites, and construction will include general activities like excavation for foundation, construction of foundations, columns, walls and roof in cement concrete and masonry, and fixing of mechanical and electrical fixtures, etc. Intake cum pump house will involve construction within the water body. An enclosed area will be created at the selected site using temporary barriers like sand bags or sheet piles and the water will be pumped out to make the area dry for construction. Once this is created, the rest of the construction will follow the general construction procedures to create a RCC well. Once the work is over, the temporary barriers will be removed.
124. Although construction of these project components involves quite simple techniques of civil work, the invasive nature of excavation and the project locations in the built-up areas of the town where there are a variety of human activities, will result in impacts to the environment and sensitive receptors such as residents, businesses, and the community in general. The following are anticipated impacts, which are temporary and for short duration:
• Dust and air emissions from construction activities and equipment / vehicles affecting the ambient air quality • Impacts on natural drainage, surface water bodies due to disposal of construction waste and silt / chemical laden run off from work areas • Impacts on river eco-system due to river bed construction • Impacts due to disposal of surplus soil, construction waste, debris etc.,
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• Impacts due to noise and vibration from consultation activities • Impacts due to collection of groundwater in trenches & disposal of the same • Impact/public inconvenience/ accessibility issues due to excavation on public roads (narrow old town roads), movement of trucks carrying construction material • Impacts on business, activities, people due to loss/restricted access to public/private/business/sensitive areas (schools, hospitals), etc., • Occupation health and safety impacts on workers • Health Impacts due to removal of existing AC (asbestos cement) pipes • Community health and safety impacts due to construction in an urban area • Impacts due to establishment/operation of temporary construction camps
125. The above impacts are typical for construction in urban areas, and therefore are common to all the three subproject towns. These are negative but short-term and reversible by mitigation measures. There are well-developed and proven measures and construction practices to avoid, mitigate and/or minimize these impacts to acceptable levels. These measures are given in the construction phase EMP (Table xxx) applicable to all three towns.
5.4 Operation Phase
126. Operation and Maintenance of the water supply system will be carried out by the DBO Contractor for 10 years, and after which the respective municipalities will operate and maintain the infrastructure. During the system design life (15/30years for mechanical/civil components),it shall not require major repairs or refurbishments and should operate with little maintenance beyond routine actions required to keep the equipment in working order. The stability and integrity of the system will be monitored periodically to detect any problems and allow remedial action if required. Any repairs will be small-scale involving manual, temporary, and short-term works involving regular checking and recording of performance for signs of deterioration, servicing and replacement of parts.
127. Recurrence of pipe bursting and leakage problems can be managed by the leak detection and water auditing surveys. The ULBs will be required to ensure that the leak detection and rectification time is minimized.
128. Provision for recirculation system for filter backwash – backwash water from filter beds will be sent to a storage tank, and after allowing adequate time for settlement of solids, clarified water will be pumped to WTP inlet. This arrangement will avoid pollution and also minimize wastage of water. Water treatment process will generate sludge from sedimentation of particulate matter in raw water, flocculated and precipitated material resulting from chemical coagulation, residuals of excess chemical dosage, plankton etc; and waste from rinsing and back washing of filter media containing debris, chemical precipitates, straining of organic debris and plankton. Accumulated sludge from Tube Settler, filter backwash etc., will be disposed-off at sludge drying beds for natural drying. Dried sludge will be disposed off in a land fill or used as soil conditioner if it is suitable
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5.5 Project benefits
129. During the construction phase, there are likely to be positive impacts through employment generation, increase in local revenue from the project activities. During the operation phase also, there is potential for employment generation, though limited, as the improved and expanded water infrastructure requires additional workforce.
130. The citizens of Phuphkalan, Daboh, Alampur and Mohina will be the major beneficiaries of the improved water supply system, as they will be provided with a constant supply of better quality water, piped into their homes at an appropriate pressure. The project will improve the over-all health condition of the towns as water borne diseases will be reduced, so people should spend less on healthcare and lose fewer working days due to illness, so their economic status should also improve, as well as their overall health. This should also improve the environment of these areas, should deliver major improvements in individual and community health and well-being.
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6 PUBLIC CONSULTATION AND INFORMATION DISCLOSURE
6.1 Project Stakeholder
131. Most of the main stakeholders have already been identified in preliminary. Primary stakeholders are:
1. Residents, shopkeepers and businesspeople who live and work alongside the roads in which network improvements will be provided and near sites where facilities will be built 2. Owners and users of any land that is acquired along the transmission main route; 3. Custodians and users of socially and culturally important buildings in affected areas;
132. Secondary stakeholders are:
1. Nagar Parishad; 2. Other government institutions whose remit includes areas or issues affected by the project (state and local planning authorities, Department of Public Health Engineering, Local Government Dept, Ministry of Environment and Forests, Roads and Highways Division, etc); 3. NGOs and CBOs working in the project area; 4. Other community representatives (prominent citizens, religious leaders, elders, women’s groups); 5. The beneficiary community in general; and 6. The ADB, and Government of India, Ministry of Finance.
6.2 Public Consultation
133. The public consultation and disclosure program is a continuous process throughout the project implementation, including project planning, design and construction.
134. Consultation during Project Preparation: Institutional consultations were conducted with the Governmental Departments such as PMU, Public Health Engineering Department, Water Resources Department and Forest Department etc. The subproject proposal is formulated in consultation with Nagar Parishads to suit the requirements of the ULBs.
135. Meetings held with Elected Representatives and General Public Phuphkalan: 28th Sept 2015 and 7th May 2016 Daboh : 23rd Sept 2015, 17th Jan 2016 and 4th May 2016 Alampur :23rd Sept 2015 and 4th May 2016 Mihona :17th Sept 2015 and 15th Jan 2016
136. Focus-group discussions with affected persons and other stakeholders were conducted to learn their views and concerns. General public and the people residing along
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the project activity areas were also consulted during visits to the project sites. Consultation meeting was conducted with NGOs, elected representatives in the project areas, consultations are provided in Appendix. Mostly the queries related to project funding, commissioning time and source of water. All the doubts were cleared during consultations.
137. It was observed that people are willing to extend their cooperation as the proposed activities are to enhance the infrastructure service levels and the living standard of the public. The public expressed their concern regarding the nuisance and disturbance (dust, road closure and traffic management activities) during construction. Team explained about EMP which will be implemented during construction.
138. Consultation during construction: Prior to start of construction, ULB and PIU with the assistance of PDMC will conduct information dissemination sessions at various places and solicit the help of the local community, leaders/prominent for the project work. At each ward/neighborhood level, focus group meetings will be conducted to discuss and plan construction work with local communities to reduce disturbance and other impacts.
139. A constant communication will be established with the affected communities to redress the environmental issues likely to surface during construction phases and also regarding the grievance redress mechanism. ULB/PIU and PDMC will organize public meetings and will appraise the communities about the progress on the implementation of EMP. Meeting will also be organized at the potential hotspots/sensitive locations before and during the construction.
6.3 Information Disclosure
140. Executive summary of the IEE will be translated in Hindi and made available at the offices of PMU, PIU, Nagar Parishad offices, and also displayed on their notice boards. Hardcopies of the IEE will be accessible to citizens as a means to disclose the document and at the same time creating wider public awareness. Electronic version of the IEE in English and Executive Summary in Hindi will be placed in the official website of the MPUDC, PMU after approval of the IEE by Government and ADB. Stakeholders will also be made aware of grievance register and redress mechanism.
141. Public information campaigns to explain the project details to a wider population will be conducted. Public disclosure meetings will be conducted at key project stages to inform the public of progress and future plans. Prior to start of construction, the PMU/PIU will issue Notification on the start date of implementation in local newspapers A board showing the details of the project will be displayed at the construction site for the information of general public. 142. Local communities will be continuously consulted regarding location of construction camps, access and hauling routes and other likely disturbances during construction. The road closure together with the proposed detours will be communicated via advertising, pamphlets, radio broadcasts, road signage, etc.
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7 GRIEVANCE REDRESS MECHANISM
7.1 Introduction
143. A concise summary of project and IEE report (in Hindi), providing all necessary details of proposals, implementation arrangements, subproject locations, likely issues and mitigation and monitoring measures and grievance redress mechanism, shall be made available to the stakeholders at consultation meetings. This should also provide contact information of program agency. This summary shall also be displayed at the notice boards of ULB, PIU and other public places like Libraries for public viewing. In the course of project implementation, relevant information about any major changes to project scope will be shared with beneficiaries, affected persons, vulnerable groups, and other stakeholders.
144. A common GRM will be in place for social, environmental, or any other grievances related to the project. The GRM will provide an accessible and trusted platform for receiving and facilitating resolution of affected persons’ grievances related to the program. The multitier GRM for the project is outlined below, each tier having time-bound schedules and with responsible persons identified to address grievances and seek appropriate persons’ advice at each stage, as required. ULB-wide public awareness campaigns will ensure that awareness on grievance redress procedures is generated through the campaign.
145. Who can complain: A complaint may be brought by persons who are, or could be, “directly, indirectly, materially, and adversely” affected by the project. A complaint can be submitted on behalf of the affected person/people by a representative, provided that he or she identifies the affected person/people and includes evidence of the authority to act on their behalf.
146. What the Grievance/Complain should contain: Any concerns pertaining to safeguard compliance - environment, involuntary resettlement, indigenous people, design related issues, compensation, service delivery or any other issues or concerns related to the project. The complaint must contain name, date, address/contact details of the complainant, location of the problem area, along with the problem.
147. Where to file a Complaint: Complainants will have the flexibility of conveying grievances/suggestions by dropping grievance redress/suggestion forms in complaints/suggestion boxes to be installed by project at Nagar Parishad offices, PIU offices or by e-mail or by writing in a complaints register in the PIU offices or at construction site offices.
148. How to file a Complaint: The application should be precise and specific. The application can be sent either by post or through electronic means or deliver personally. A sample grievance form is attached as Appendix.
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(i) Offline System - The application can be made on the application form available at all accessible places (NPs/ Office of PIUs/ construction site offices). The application should have the name and complete postal address of the applicant.
(ii) Online System - Grievances pertaining to the implementation of the project can also be filed online at the website of MPUDC/PMU or by e-mails.
149. Documentation: Documentation of the complaints is important and must contain name of the complainant, date of receipt of the complaint, address/contact details of the person, location of the problem area, and how the problem was resolved. PMU with the support of PIU will have the overall responsibility for timely grievance redress, and for registration of grievances, related disclosure, and communication with the aggrieved party. All the documents made available to the public at the community level (at ward offices) and will include information on the contact number, address and contact person for registering grievances, and will be disseminated throughout the project area by the PIU.
150. Grievance/Problem Redress through Participatory Process: Efforts must be made by the PIU with the support of safeguard consultants to resolve problems amicably, conflicts through participatory process with the community and the Nagar Parishads. In case of grievances that are immediate and urgent in the perception of the complainant, the Contractor, and supervision personnel from the PIU will provide the most easily accessible or first level of contact for the quick resolution of grievances. Contact phone numbers and names of the concerned staff and contractors, will be posted at all construction sites at visible locations.
151. Following process will be followed:
(i) 1st level grievance. In case of grievances that are immediate and urgent in the perception of the complainant, PMC supervising staff will direct the contractor to and ensures that it is resolved. If the grievance is not under the contractor scope, but under the program, PMC (field office) will resolve this issue. All the grievances should be resolved within 3 days of receipt of a complaint/grievance.
(ii) 2nd level grievance. All grievances that cannot be redressed at first level within 3days will be brought to the notice of PIU and PMC Assistant Environmental Specialist. PIU will review the grievance and act appropriately to resolve it within 10 days of receipt.
(iii) 3rd level grievance. All the grievances that are not addressed at 2nd level by PIU within in 10 days of receipt will be brought to the notice of notice of the Grievance Redressal Committee (GRC). GRC will meet twice a month and determine the merit of each grievance brought to the committee. The GRC will resolve the grievance within 1 month of receiving the complaint. All decisions taken by the GRC will be communicated to complainant by the Nodal Officer.
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152. The project GRM notwithstanding, an aggrieved person shall have access to the country's legal system at any stage, and accessing the country's legal system can run parallel to accessing the GRM and is not dependent on the negative outcome of the GRM. Alternatively, if the grievance is related to land acquisition, resettlement & rehabilitation, the APs can approach the Land Acquisition, Rehabilitation and Resettlement Authority (LARRA)of Madhya Pradesh, established under the Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation, and Resettlement Act, 2013.
153. Record-keeping. PIU will keep records of grievances received, corrective actions taken and the final outcome. The number of grievances recorded and resolved and the outcomes will be displayed/disclosed in the PIU office, ULB offices, and on the web.
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8 ENVIRONMENTAL MANAGEMENT PLAN
8.1 Environmental Management Plan
154. An environmental management plan (EMP) has been developed to provide mitigation measures to reduce all negative impacts to acceptable levels.
155. The EMP will guide the environmentally-sound construction of the subproject and ensure efficient lines of communication between MPUDC, project management unit (PMU),project implementing unit (PIU), consultants and contractors. The EMP will (i) ensure that the activities are undertaken in a responsible non-detrimental manner; (i) provide a pro-active, feasible and practical working tool to enable the measurement and monitoring of environmental performance on site; (ii) guide and control the implementation of findings and recommendations of the environmental assessment conducted for the subproject; (iii) detail specific actions deemed necessary to assist in mitigating the environmental impact of the subproject; and (iv) ensure that safety recommendations are complied with. The EMP includes a monitoring program to measure the environmental condition and effectiveness of implementation of the mitigation measures. It will include observations on- and off-site, document checks, and interviews with workers and beneficiaries.
156. The contractor will be required to submit to PIU, for review and approval, a site environmental plan (SEP) including (i) proposed sites/locations for construction work camps, storage areas, hauling roads, lay down areas, disposal areas for solid and hazardous wastes;(ii) specific mitigation measures following the approved EMP; (iii) monitoring program as per SEP; and (iv) budget for SEP implementation. No works are allowed to commence prior to approval of SEP.
157. For civil works, the contractor will be required to (i) carry out all of the mitigation and monitoring measures set forth in the approved SEP; and (ii) implement any corrective or preventative actions set out in safeguards monitoring reports that the employer will prepare from time to time to monitor implementation of this IEE and SEP. The contractor shall allocate budget for compliance with these SEP measures, requirements and actions.
158. The following tables show the potential environmental impacts, proposed mitigation measures and responsible agencies for implementation and monitoring.
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Table 8-1: Environmental Management Plan - Design Stage Responsible for Cost and Potential Component Mitigation Activities and Method Implementation Source of Impacts / Monitoring Funds Design of water Unsustainable I. Discontinuation of current unsustainable groundwater source and creating DBO Contractor / Project Costs supply system : source; resource a new comprehensive water supply system based on a nearest surface water PMU & energy use source for Daboh, Alampur & Mihona II. Continuation of sustainable groundwater source on Phuphkalan III. Limiting the height of water impounding structures (dams) in Daboh, Alampur & Mihona to the height of the river banks so that the storage is limited to the river course IV. Design of apron to arrest erosion of the river bank of the downstream of dam V. Recovering wash water from treatment process VI. Treatment and reuse of sludge from treatment process VII. Minimizing water losses from pipelines by perfect jointing and alignments using appropriate techniques VIII. Designing the entire system to maintain optimal flow and terminal pressure, and optimising the overall energy usage IX. Reducing the incidence of water borne diseases by providing 100% population including urban poor with potable water supplies X. Improve water use efficiency and reduce water wastage at household level by recording and monitoring the water usage, and charging the consumers as per usage; due consideration to urban poor XI. Minimize unaccounted for water (UFW) losses using district metered area approach with flow meter and pressure logging arrangements to identify and rectify the leaks, and unauthorized connections
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Responsible for Cost and Potential Component Mitigation Activities and Method Implementation Source of Impacts / Monitoring Funds XII. Using low-noise and energy efficient pumping systems
Water Project Obtain permission from Water resources Department, GoMP, for construction stop PMU & Nagar Project Costs abstraction from sustainability & dams and intakes in Daboh, Alampur & Mihona prior to bid process Parishads Rivers : water use conflicts Forest Avoid Delay in In Alampur Raw water rising main laid along the RoW of road, but road belongs to PMU & Nagar Project Costs Permission construction forest Department, therefore permission required from forest department. Parishad Ground Water Project I. Prepare a groundwater augmentation and protection plan to manage the PMU & Nagar Project Costs abstraction: sustainability resource sustainably Parishad II. Implementation of Rain Water Harvesting system and watershed management
Chlorine usage Chlorine Provide the following measure at the chlorine application unit: PMU/ DBO Project Costs as disinfectant: handling & Contractor application risk I. Chlorine neutralization pit – health & II. Proper ventilation, lighting, entry and exit facilities safety risk to III. Facility for isolation in the event of major chlorine leakage workers and IV. Personal protection and safety equipment for the operators in the chlorine general public plant V. Provide training to the staff in safe handling and application of chlorine; this shall be included in the contract of Chlorinator supplier VI. Supplier of Chlorinator equipment shall provide standard operating manual for safe operation and as well as maintenance and repairs; preferably these shall be provided both in English and Hindi Languages
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Table 8-2: Environmental Management Plan – Pre-construction Stage Responsible for Monitoring of Mitigation Cost and Potential Component Mitigation Activities and Method Implementation/ Source of Impacts Monitoring Funds Utilities Telephone lines, I. Identify and include locations and DBO Contractor in I. list of affected utilities Project Costs electric poles and operators of these utilities in the collaboration with PIU and operators; wires, water lines detailed design documents to prevent and with approval of II. Bid document to within proposed unnecessary disruption of services PMU include requirement project area during construction phase; and for a contingency plan II. Require construction contractors to for service prepare a contingency plan to include interruptions (example actions to be taken in case of provision of water if unintentional Interruption of services. disruption is more than III. Require contractors to prepare spoils 24 hours), waste (waste) management plan and traffic management plan and management plan traffic management plan
Construction Disturbance / I. No construction material DBOC with PIU I. Location of stockpiles, Project Costs works near damage to forest storage/ancillary works shall be collaboration. camps, and forest areas areas, wildlife conducted in the forest area; this shall confinement of be limited to actual construction area construction area and the access roads II. Work schedule II. No labour camps shall be located near PIU/ PMU to ensure III. Awareness & training forests (maintain minimum 1km buffer) compliance programs III. Limit the work to daylight hours only; IV. Site protection & no work after sunset barricading IV. No workers /personnel shall enter
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Responsible for Monitoring of Mitigation Cost and Potential Component Mitigation Activities and Method Implementation/ Source of Impacts Monitoring Funds forest areas; it is the DBOC responsibility to take necessary precautions & prevent workers removing/damaging trees/vegetation, hunting animals V. Create awareness among workers on environment & safety VI. No high noisy works shall be conducted VII. Barricade the construction area properly so that no wild animals entre the work area
Construction Conflicts with local I. Prioritize areas within or nearest Contractor in I. List of selected sites work camps, community; possible vacant space in the project collaboration with PIU for construction work stockpile areas, disruption to traffic location; and with approval of camps, hot mix plants, flow and sensitive storage areas, II. If it is deemed necessary to locate PMU stockpile areas, receptors and disposal elsewhere, consider sites that will not storage areas, and areas: promote instability and result in disposal areas. destruction of property, vegetation, II. Written consent of irrigation, and drinking water supply landowner/s (not systems; lessee/s) III. Do not consider residential areas; IV. Take extreme care in selecting sites to avoid direct disposal to water body
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Responsible for Monitoring of Mitigation Cost and Potential Component Mitigation Activities and Method Implementation/ Source of Impacts Monitoring Funds which will inconvenience the community. V. For excess spoil disposal, ensure (a)site shall be selected preferably from barren, infertile lands. In case agricultural land needs to be selected, written consent from VI. landowners (not lessees) will be obtained; (b) debris disposal site shall be at least 200 m away from surface water bodies; (c) no residential areas shall be located within 50 m downwind side of the site; and (d) site is minimum 250 m away from sensitive locations like settlements, ponds/lakes or other water bodies.
Sources of Extraction of I. Prioritize sites already permitted by DBO Contractor to (i) List of approved quarry Materials materials can the Department of Mines and prepare list of sites and sources of disrupt natural Geology. approved quarry sites materials; land contours and II. If other sites are necessary, inform and sources of vegetation construction contractor that it is their materials with the resulting in responsibility to verify the suitability of approval of PIU accelerated all material sources and to obtain the erosion, approval of PMU and
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Responsible for Monitoring of Mitigation Cost and Potential Component Mitigation Activities and Method Implementation/ Source of Impacts Monitoring Funds disturbance in III. If additional quarries will be required natural drainage after construction is started, inform patterns, ponding construction contractor to obtain a and water written approval from PIU. logging, and water pollution Consents, Failure to obtain I. Obtain all necessary consents, PIU and PDMC Incorporated in final design permits, necessary permits, clearance, NOCs, etc. prior and communicated to clearances, consents, to award of civil works. contractors. NOCs, etc: permits, NOCs, II. Ensure that all necessary approvals for etc. can result to construction to be obtained by design revisions contractor are in place before start of and/or stoppage construction of works III. Acknowledge in writing and provide report on compliance all obtained consents, permits, clearance, NOCs, etc. IV. Include in detailed design drawings and documents all conditions and provisions if necessary
Asbestos Health risk due to (i) Obtain details from PHED/NPs on location DBO Contractor in (i) Detailed construction Mitigation Cement Pipes exposure to of underground AC pipes (ii) Locate the new coordination with PIU drawings showing alignment measures are asbestos pipe/sewer carefully to avoid encountering and PMC of AC pipes part of TOR of materials AC pipes (ii) Leave the AC pipes undisturbed PIU and PMDSC
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Responsible for Monitoring of Mitigation Cost and Potential Component Mitigation Activities and Method Implementation/ Source of Impacts Monitoring Funds in the ground.
Table 8-3: Environmental Management Plan of Anticipated Impacts during Construction Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds EMP Irreversible impact to (i) Project manager and all key workers will be DBO Contractor (i) Certificate of Cost of EMP Implementation the environment, required to undergo training on EMP Completion (Safeguards Implementation Training workers, and implementation including spoils/waste Compliance Orientation) Orientation Training community management, Standard operating procedures to contractor is (SOP) for construction works; occupational (ii) Posting of EMP at responsibility of PMU. health and safety(OH&S), core labor laws, worksites applicable environmental laws, etc. Other costs responsibility of contractor. Air Quality Emissions from (i) Damp down exposed soil and any DBO Contractor (i) Location of stockpiles; Cost for Construction stockpiled material on site by water sprinkling; Implementation of vehicles, equipment, (ii) Use tarpaulins to cover sand and other (ii) Complaints from mitigation measures and machinery used is the responsibility loose material when transported by trucks; sensitive receptors; for installation of of contractor. (iii) Clean wheels and undercarriage of haul pipelines resulting to (iii) Heavy equipment trucks prior to leaving construction site dusts and increase in and machinery with air concentration of (iv) Disallow access in the work area except pollution control devices; vehicle-related workers to limit soil disturbance and prevent
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds pollutants such as access by barricading and security personnel (iv) Pollution under carbon monoxide, (v) Fit all heavy equipment, and machinery control certificate sulfur oxides, with air pollution control devices which are Particulate matter, operating correctly; all the vehicle shall meet nitrous oxides, and hydrocarbons. the emission norms and shall have valid pollution under control (PUC)certificate (Appendix 3) Surface water Mobilization of (i) All earthworks be conducted during the dry DBO Contractor (i) Areas for stockpiles, Cost for quality settled silt materials, season to prevent the problem of soil run-off storage of fuels and implementation of and chemical during monsoon season; lubricants and waste mitigation measures contamination from materials; responsibility of (ii) Avoid stockpiling of earth fill especially fuels and lubricants contractor. during the monsoon season unless covered by during installation of (ii) Records of surface pipelines can tarpaulins or plastic sheets; water quality inspection; contaminate nearby (iii) Prioritize re-use of excess spoils and surface water quality. materials in the construction works. If spoils (iii) Effectiveness of will be disposed, only designated disposal water management areas shall be used; measures; (iv) Install temporary silt traps or sedimentation basins along the drainage (iv) No visible degradation to nearby leading to the water bodies; drainages, nallahs or (v) Place storage areas for fuels and lubricants away from any drainage leading to water water bodies due to civil bodies; works (vi) Dispose any wastes generated by construction activities in designated sites; (vii) Conduct surface quality inspection
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds according to the Environmental Management Plan (EMP).
River water Pollution due to (i) Select a construction methodology that is DBO contractor (i) No visible degradation Cost for quality construction of Weir least disturbing, and appropriate for the in-situ to nearby drainages, implementation of and intake wells soil condition, and able to complete the nallahs or water bodies mitigation measures construction work prior to onset of monsoon due to civil works responsibility of (ii) Schedule the construction works during low contractor. water level period – late winter months to pre (ii) water quality monsoon(February – June/July); ensure monitoring results that works are completed during the same period to prior to onset of monsoon; confirm with dam authorities on release of water; avoid scheduling the works during water release period (iii) Erect temporary barriers to form enclosed construction area with least disturbance (iv) Allow adequate time settle the distributed solids to prior to pumping out water; only clear/clarified water shall be pumped back into the reservoir; any silt laden water should be pumped to a silt pond (v) Avoid/minimize use of fuels, chemicals and lubricants; ensure no spillage
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds Noise Levels Increase in noise (i) Plan activities in consultation with PIU so DBO Contractor (i) Complaints from Cost for level due to that activities with the greatest potential to sensitive receptors; implementation of earthmoving generate noise are conducted during periods mitigation measures responsibility of and excavation of the day which will result in least (ii) Use of silencers in noise-producing contractor. equipment, and the disturbance; equipment and sound transportation of (ii) Horns should not be used unless it is barriers; equipment, necessary to warn other road users or animals materials, and ofthe vehicle’s approach; (iii) Equivalent day and people (iii) Minimize noise from construction night time noise levels equipment by using vehicle silencers, fitting jackhammers with noise reducing mufflers, and use portable street barriers to minimize sound impact to surrounding sensitive receptor; and (iv) Maintain maximum sound levels not exceeding 80 decibels (dBA) when measured at a distance of 10 m or more from the vehicle/s. (v) Identify any buildings at risk from vibration damage and avoiding any use of pneumatic drills or heavy vehicles in the vicinity;
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds Landscape and Impacts due to (i) Prepare and implement a Construction DBO Contractor (i) Complaints from Cost for aesthetics excess excavated Waste Management Plan sensitive receptors; implementation of earth, excess (ii) Stockpiles, lubricants, fuels, and other mitigation measures construction materials should be located away from steep (ii) Worksite clear of responsibility of materials, and solid slopes and water bodies; hazardous wastes such Contractor. waste such as (iii) Avoid stockpiling any excess spoils. as oil/fuel removed concrete, Excess excavated soils should be dispose to wood, packaging approved designated areas; (iii) Worksite clear of any materials, empty (iv) Domestic solid wastes should be properly excess excavated earth, containers, spoils, segregated in biodegradable and non- excess construction oils, lubricants, and biodegradable for collection and disposal to materials, and solid other similar items. designated solid waste disposal site; waste such as removed (v) Residual and hazardous wastes such as concrete, wood, oils, fuels, and lubricants shall be disposed in packaging materials, disposal sites approved by local authorities; empty containers (vi) Prohibit burning of construction and domestic waste; (vii) Ensure that wastes are not haphazardly dumped within the project site and adjacent areas. (viii) Get approval of PIU in writing that the necessary environmental restoration work has been adequately performed before acceptance of work.
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds Existing Disruption of service (i) Obtain from PIU the list of affected utilities DBO Contractor Existing Utilities Cost for Infrastructure and damage to and operators if any; Contingency Plan implementation of and Facilities existing infrastructure (ii) Prepare a contingency plan to include mitigation measures at actions to be done incase of unintentional responsibility of specified project interruption of service Contractor. location Ecological Loss of vegetation (i) Minimize removal of vegetation and DBO Contractor PIU to report in writing Cost for Resources – and tree cover disallow cutting of trees; the no of trees cut and implementation of Terrestrial (ii) If tree-removal will be required, obtain tree- planted. mitigation measures cutting permit and responsibility of (iii) Plant 8 native trees for every one that is Contractor. removed. Land use Environmental The impact due to change inland use will be Not applicable Not applicable Not applicable Issues due to land negligible due to this project. use change Accessibility Traffic problems and (i) Confine work areas along the roads to the Construction (i) Traffic route during Cost for conflicts near project minimum possible extent; all the activities, Contractor construction works implementation of locations including material &waste/surplus soil stocking including number of mitigation measures and haul road should be confined to this area. Proper permanent signages, responsibility of barricading should be provided; avoid barricades and flagmen contractor material/surplussoil stocking in congested on worksite; areas– immediately removed from site/or brought to the as and when required (ii) Complaints from (ii) Leave spaces for access between mounds sensitive receptors; of soil; (iii) Provide walkways and metal sheets where (iii) Number of signages
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds required to maintain access across for placed at project location people and vehicles; (iv) Plan transportation routes so that heavy vehicles do not use narrow local roads, except in the immediate vicinity of delivery sites; (v) Schedule transport and hauling activities during non-peak hours; (vi) Locate entry and exit points in areas where there is low potential for traffic congestion; (vii) Keep the site free from all unnecessary obstructions; (viii) Drive vehicles in a considerate manner; (ix) Coordinate with Traffic Police for temporary road diversions, where necessary, and for provision of traffic aids if transportation activities cannot be avoided during peak hours (x) Notify affected public by public information notices, providing sign boards informing nature and duration of construction works and contact numbers for concerns/complaints.
For works in very narrow roads (i) Inform the affected local population 1-week in advance about the work schedule (ii) Plan and execute the work in such a way
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds that the period of disturbance/ loss of access is minimum. (iii) Provide pedestrian access in all the locations until normalcy is restored. Provide wooden/metal planks over the open trenches at each house to maintain the access. Socio- Impede the access of (i) Leave spaces for access between mounds DBO (i) Complaints from Cost for Economic – residents and of soil; Contractor sensitive receptors; implementation of Income. customers to nearby (ii) Provide walkways and metal sheets where mitigation measures shops required to maintain access across for people (ii) Spoils management responsibility of and vehicles; plan contractor. (iii) Increase workforce in the areas with predominantly institutions, place of worship, (iii) Number of walkways, business establishment, hospitals, and signages and metal schools; sheets placed at project (iv) Consult businesses and institutions location. regarding operating hours and factoring this in work schedules; and (v) Provide sign boards for pedestrians to inform nature and duration of construction works and contact numbers for concerns/complaints. (vi) Notify community/ water users in advance about likely interruptions in water supply. (vii) Provide alternate sources of clean water until water supply is restored.
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds Socio- Generation of (i) Employ at least 50% of the labour force, or DBO Contractor (i) Employment records; Cost for Economic - Temporary to the maximum extent, local persons within implementation of Employment employment and the2-km immediate area if manpower is (iii) Compliance to labor mitigation measures increase in local available; laws responsibility of revenue (iii) Comply with labor laws contractor. Occupational Occupational (i) Comply with all national, state and local DBO Contractor (i) Site-specific OH&S Cost for Health and hazards which can core labor laws Plan; implementation of Safety arise during work (ii) Develop and implement site specific mitigation measures occupational health and safety (OH&S) Plan (ii) Equipped first-aid responsibility of which will include measures such as: stations; contractor. (a)excluding public from the site; (b)ensuring all workers are provided with and use personal (iii) Medical insurance protective equipment like helmet, gumboot, coverage for workers; safety belt, gloves, nose musk and ear plugs; (c) OH&S Training for all site personnel;(d) (iv) Number of accidents; documented procedures to be followed for all site activities; and (e) documentation of work (v) Supplies of potable related accidents; drinking water; (ii) Ensure that qualified first-aid can be provided at all times. Equipped first-aid (vi) Clean eating areas stations shall be easily accessible throughout where workers are not the site; exposed to hazardous or (iii) Provide medical insurance coverage for noxious substances; workers; (iv) Secure all installations from unauthorized (vii) record of H&S intrusion and accident risks; orientation trainings
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds (v) Provide supplies of potable drinking water; (viii) personal protective (vi) Provide clean eating areas where workers equipment; are not exposed to hazardous or noxious substances; (ix) % of moving (vii) Provide H&S orientation training to all new equipment outfitted with workers to ensure that they are apprised of the audible back-up alarms; basic site rules of work at the site, personal protective protection, and preventing injuring (xi) permanent to fellow workers; signboards for (viii) Provide visitor orientation if visitors to the hazardous areas such as site can gain access to areas where energized electrical hazardous conditions or substances may be devices and lines, present. Ensure also that visitor/s do not enter service rooms housing hazard areas unescorted; high voltage equipment, (ix) Ensure the visibility of workers through and areas for storage their use of high visibility vests when working and disposal. in or walking through heavy equipment operating areas; (xii) Compliance to core (x) Ensure moving equipment is outfitted with labor laws audible back-up alarms; (xi) Mark and provide signboards for hazardous areas such as energized electrical devices and lines, service rooms housing high voltage equipment, and areas for storage and disposal. Signage shall be in accordance with international standards and be well known to,
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds and easily understood by workers, visitors, and the general public as appropriate; and (xii) Disallow worker exposure to noise level greater than 85 dBA for a duration of more than 8hours per day without hearing protection. The use of hearing protection shall be enforced actively. Asbestos Health risks (i) leave AC pipes in-situ untouched DBO Contractor (i) on site observations & Cost for Cement(AC) associated with AC records implementation of Materials pipes mitigation measures responsibility of contractor. Community Traffic accidents (i) Plan routes to avoid times of peak- DBO Contractor (i) Traffic Management Cost for Health and and vehicle collision pedestrian activities. Plan; implementation of Safety. with pedestrians (ii) Liaise with PIU/ULB inidentifying high-risk mitigation measures during material and areas on route cards/maps. (ii) Complaints from responsibility of waste transportation (iii) Maintain regularly thevehicles and use of sensitive receptors contractor. manufacturer-approved parts to minimize potentially serious accidents caused by equipment malfunction or premature failure.(iv) Provide road signs and flag persons to warn of on-going trenching activities.
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds Safety of Trench excavation (i) Provide prior information to the local people DBO Contractor Complaints from Cost for sensitive in narrow streets will about the nature and duration of work neighborhood and implementation of groups pose high risk to (ii) Conduct awareness program on safety monitoring of accidents mitigation measures (children, children and elders in responsibility of during the construction work elders etc.) and the locality contractor. others (iii) Undertake the construction work stretch- pedestrians wise; excavation, pipe laying and trench in narrow refilling should be completed on the same day streets (iv) Provide barricades, and deploy security personnel to ensure safe movement of people and also to prevent unnecessary entry and to avoid accidental fall into open trenches.
Work Camps Temporary air and (i) Consult with PIU before locating project DBO Contractor (i) Complaints from Cost for and worksites noise pollution from offices, sheds, and construction plants; sensitive receptors; implementation of machine operation, (ii) Minimize removal of vegetation and mitigation measures water pollution from responsibility of disallow cutting of trees; (ii) Drinking water and storage and use of sanitation facilities for contractor. (iii) Provide drinking water, water for other fuels, oils, solvents, employees and lubricants uses, and sanitation facilities for employees; Unsanitary and poor (iv) Ensure conditions of livability at work living conditions for camps are maintained at the highest workers standards possible at all times; Prohibit employees from poaching wildlife and cutting of trees for firewood; (v) Train employees in the storage and handling of materials which can potentially cause soil contamination;
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds (vi) Recover used oil and lubricants and reuse or remove from the site; (vii) Manage solid waste according to the preference hierarchy: reuse, recycling and disposal to designated areas; (viii) Ensure unauthorized persons especially children are not allowed in any worksite at any given time.
Social and Risk of (i) Stop work immediately to allow further DBO Contractor (i) mobilization of Cost for Cultural archaeological investigation if any finds are suspected; archeologist implementation of Resources chance finds (iii) Call the ASI if a find is suspected, and mitigation measures responsibility of taking any action they require to ensure its (ii) Records of chance finds contractor removal or protection in situ
Submission of Unsatisfactory (i) Appointment of (I) EHS Supervisor to DBO contractor Availability and Cost for EMP compliance to EMP ensure EMP implementation competency of appointed implementation of implementation (ii) Timely submission of monitoring reports supervisor Monthly mitigation measures report report responsibility of including pictures contractor. Post- Damage due to (i) Remove all spoils wreckage, rubbish, or DBO Contractor PIU/PDMC report in Cost for construction debris, spoils, excess temporary structures (such as buildings, writing that (i) worksite is implementation of clean-up construction shelters, and latrines) which are no longer restored to original mitigation measures materials conditions; (ii) camp has responsibility of required; and been vacated and contractor. (ii) All excavated roads shall be reinstated to restored to pre-project original condition. conditions; (iii) all
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Responsible for Monitoring of Cost and Source of Field Anticipated Impact Mitigation Measures Mitigation Mitigation Funds (iii) All disrupted utilities restored construction related (iv)All affected structures structures not relevant to rehabilitated/compensated O&M are removed; and (iv) work site clean-up is (v) The area that previously housed the satisfactory. construction camp is to be checked for spills of substances such as oil, paint, etc. and these shall be cleaned up. (vi) All hardened surfaces within the construction camp area shall be ripped, all imported materials removed, and the area shall be top soiled and regrassed using the guidelines set out in the revegetation specification that forms part of this document. (vii) The contractor must arrange the cancellation of all temporary services. (viii) Request PIU to report in writing that worksites and camps have been vacated and restored to pre-project conditions before acceptance of work.
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Table 8-4: Environmental Management Plan of Anticipated Impacts during Operation Monitoring of Mitigation Cost and Anticipated Responsible for Field Mitigation Measures Source of Impact Mitigation Funds Check for Loss of water, Effectiveness of leak detection and water DBO Contractor Nagar Parishad Operating costs blockage and increased auditing to reduce the water losses leakage demand problems and reducing the inconvenience to water losses consumers & general public Water Impacts on public Ensure protection of water source Nagar Parishad& Nagar Parishad Operating costs Contamination- health quality,(any entry of wastewater into the dam raw water in future should be prevented. contamination DBO Contractor at source and treated water Contamination of treated water during during transmission and distribution should be transmission prevented by quickly identifying, isolating and repairing the leak section. Develop a system of leak detection and rectification.
Conduct regular monitoring of raw & treated water and ensure that water supplied at alltimes meets the drinking water standards. Discharge the Pollution of Maintain the mechanical parts as per the DBO Contractor Nagar Parishad Operating costs impurities and streams/drains maintenance plan to avoid any hazards other solids collected due to filtration and backwash
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Monitoring of Mitigation Cost and Anticipated Responsible for Field Mitigation Measures Source of Impact Mitigation Funds Sludge Land and water Collect in an underground chamber and allow DBO Contractor Nagar Parishad Operating costs generation pollution, impacts for settling and remove the solid sludge to on health abandoned areas &environment Increase in Water pollution, Sanitation facilities needs to be improved at Nagar PMU To be identified sewage and impacts on community level and at the town level to suit Parishad by respective generation public health and the increased sewage generation NPs environment Generation of Impacts on public Collect solid wastes and dispose to approved DBO Contractor Nagar Parishad Operating costs waste health and disposal yards materials environment Occupational Health, social and Provide appropriate PPE and training on its DBO Contractor Nagar Parishad Operating costs health and economic proper use and maintenance. safety impacts on the workers Use fall protection equipment when working at heights.
Maintain work areas to minimize slipping and tripping hazards.
Implement a training program for operators who work with chlorine regarding safe handling practices and emergency response procedures.
Prepare escape plans from areas where there might be a chlorine emission.
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Monitoring of Mitigation Cost and Anticipated Responsible for Field Mitigation Measures Source of Impact Mitigation Funds
Install safety showers and eye wash stations near the chlorine equipment and other areas where hazardous chemicals are stored or used.
Prohibit eating, smoking, and drinking except in designated areas.
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Table 8-5: Environmental Monitoring Plan - Construction Stage -Phuphkalan, Daboh, Alampur & Mihona S. Monitoring Location of Monitoring Parameters Frequency Responsibility Cost & Source of No Field Monitoring Funds
1 Construction All work sites Implementation of dust control, Weekly during construction Supervising staff No Cost required disturbances, noise control, traffic and safeguards nuisances, management, & safety specialists public & worker measures. Site inspection safety, checklist to review implementation 2 Air Quality 08 locations; (i) at PM10, PM2.5 NO2,SO2,CO Once before start of DBO Contractor 72 samples x Rs WTP site, construction, Quarterly 5000 per sample = (ii) distribution work (yearly 4- times) during Rs 3,60,000 site in each town construction (2 year period Project Cost considered) 3 Noise - 08 locations; (i) at Day and Night Once before start of DBO Contractor 72 samples x Rs WTP site, construction, Quarterly 1500 per sample = (ii) distribution work (yearly 4- times) during Rs 1,08,000 site in each town construction (2 year period Project Cost considered) 4 Water Quality a Surface Water 1 location (near pH, Oil & grease, Cl, F, NO3, Once before start of DBO Contractor 39 samples x Rs Quality - intake well TC, FC, Hardness, Turbidity, construction monthly during 5000 per sample = Source construction site in BOD,COD, DO, Total Alkalinity construction (12 months Rs 1,95,000 each surface water period considered) Project Cost source town)
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S. Monitoring Location of Monitoring Parameters Frequency Responsibility Cost & Source of No Field Monitoring Funds b Ground Water Mixed Sample from pH, Cl, F, NO3, TC, FC, Once before start of DBO Contractor 13 samples x Rs Quality - 7 tube wells Hardness, Total Alkalinity& Iron construction monthly during 5000 per sample = Source(Phuph construction (12 months Rs 65,000 Kalan only) period considered) Project Cost c Surface Water 1 location pH, Oil & grease, Cl, F, NO3, Once before start of DBO Contractor 52 samples x Rs Quality - (pond/river/stream TC, FC, Hardness, Turbidity, construction monthly during 5000 per sample = Pond/stream/ri in town) BOD,COD, DO, Total Alkalinity construction (12 months Rs 2,60,000 ver in town period considered) Project Cost
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Table 8-6: Environmental Monitoring Plan - Operation Stage -Phuphkalan, Daboh, Alampur & Mihona Monitoring Location of Cost & Source of S.No Monitoring Parameters Frequency Responsibility Field Monitoring Funds 1 Water Quality
pH, Cl, F, NO3, TC, FC, 6 Samples x Rs Surface Water 1 location (near Hardness, Turbidity, BOD, Yearly twice (pre & post 7500 per Sample = a Quality - intake well O&M contractor /ULB COD, DO, Total Alkalinity, monsoon) Rs 45,000 , O&M Source construction site) heavy metals & pesticides Cost Ground Water pH, Cl, F, NO3, TC, FC, 2 Samples x Rs Quality - Mixed sample from Hardness, heavy metals & Yearly twice (pre & post 7500 per Sample = b Source for 7 Tube Wells O&M contractor /ULB pesticides, Total Alkalinity & monsoon) Rs 15,000 , O&M Phuphkalan (WTP) Iron Cost only Monitoring of 144 Samples x Rs Consumer end pH, Nitrite, Nitrate, Turbidity quality of water 5000 per Sample = b random sampling in BOD, Total Alkalnity, Total Monthly once O&M contractor /ULB supplied to Rs 7,20,000, O&M all zones coliform and Feacal coliform consumers Cost Analysis for concentration of heavy metals and confirm that value are within the following limits (all units are in mg/kg dry 4 Samples x Rs Sludge quality basis except pH) 10,000 per Sample = 2 and suitability WTP Yearly once O&M contractor /ULB Rs 40,000, O&M as manure Arsenic - 10.00 • Cost • Cadmium - 5.00 • Chromium - 50.00 • Copper - 300.00 PH - 5.5-8.5
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8.2 Implementation Arrangements
159. MP, UADD is the Executing Agency (EA) responsible for management, coordination and execution of all activities funded under the loan. Implementing Agency will be the Madhya Pradesh Urban Development Company (MPUDC) of GoMP, which will implement this program via a Project Management Unit (PMU) at Bhopal, and Project Implementation Units (PIUs) at project towns. PMU will appoint contractors to build infrastructure and PIUs will coordinate the construction. PMU and PIUs will be assisted by Programme Design and Management Consultants (PDMC).
160. Safeguards Compliance Responsibilities. At PMU, there will be two safeguard specialists: (i) Project Officer (Environment) and (ii) Social & Gender Officer, who will responsible for compliance with the environmental and social safeguards in program implementation. PO (Environment) will have overall responsibility in implementation of the investment program as per the Environmental Assessment & Review Framework (EARF) agreed between ADB and the government. At individual subproject level, PO will ensure that environmental assessment is conducted, and a project-specific is prepared and implemented, and the compliance, and corrective actions, if any are reported as required.
161. PMU Responsibilities. PO (Environment) will be supported by PDMC, which will be staffed with an Environmental Specialist, and Environmental Coordinators. Key tasks and responsibilities of the PO (Environment) for this subproject include the following:
Bidding stage: i. Prior to invitation of bids for civil works contract, ensure that a) Water Resources Department (WRD) permission is obtained for sourcing water from Rivers and to construct intake well cum pump house in the river b) Consent for establishment (CFE) is obtained from MPPCB for WTP construction this IEE report reflects the final project design, update if required. ii. Ensure that EMPs are included in bidding documents and civil works contracts iii. Ensure that the bid/contract documents include specific provisions requiring contractors to comply with all applicable labor laws and core labor standards including: a) Labour welfare measures and provision of amenities b) Prohibition of child labor as defined in national legislation for construction and maintenance activities; c) Equal pay for equal work of equal value regardless of gender, ethnicity, or caste; d) Elimination of forced labor; e) The requirement to disseminate information on sexually transmitted diseases, including HIV/AIDS, to employees and local communities surrounding the project sites. iv. Ensure that staff required for implementation of EMP (EHS officer Expert ) is included in the bid requirements v. Ensure that EMP cost is included in the project cost vi. In the pre-bid meeting, provide insight into the EMP measures, and overall compliance
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requirements to the bidders
Construction stage: i. Facilitate and ensure that all necessary environmental clearances / permissions, including that of contractor’s are in place prior to start of construction. ii. Organize an induction course for the training of contractors, preparing the monthly EMP implementation, environmental monitoring and on taking immediate action to remedy unexpected adverse impacts or ineffective mitigation measures found during the course of implementation. iii. Provide oversight on environmental management aspects of subprojects and ensure EMPs are implemented by PIU and contractors iv. Supervise and provide guidance to the PIUs to properly carry out the environmental monitoring as per the EMP v. Oversee grievance redress mechanism to address any grievances brought about in a timely manner; ensure that records are properly maintained vi. Consolidate monthly environmental monitoring reports from PIU and submit semi-annual monitoring reports to ADB vii. Oversee site closures to ensure that all work / facility sites are restored properly prior to issuing work completion certificate to the contractor
Operation stage: i. Ensure and consent for operation (CFO) is obtained from MPPCB for WTP prior to start of operation
162. PIU Responsibilities. PIU will be headed by a Project Manager and supported by PDMC. An Assistant Project Manager of PIU will be given additional responsibilities of safeguard tasks and will be designated as Assistant Environmental Officer (ASO). ASO will be supported by PDMC Environmental Specialist and Environmental Coordinator. Key tasks and responsibilities of the ASO for this subproject include the following:
i. Provide necessary support to PIU and Nagar Parishads in obtaining permission from WRD and MPPCB; liaison with PMU and regulatory agencies ii. Oversee day-to-day implementation of EMPs by contractors, including compliance with all government rules and regulations, take necessary action for obtaining rights of way iii. Oversee environmental monitoring by contractors iv. Take corrective actions when necessary to ensure no environmental impacts v. Submit monthly environmental monitoring reports to PMU vi. Conduct continuous public consultation and awareness vii. Address any grievances brought about through the grievance redress mechanism in a timely manner as per the EMP 163. Contractor’s responsibilities.
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Bidding stage: i. Understand the EMP requirements and allocate necessary resources (budget, staff, etc.,) ii. Understand the regulatory compliance requirements related to labour welfare, safety, environment etc.
Construction stage: i. Obtain all necessary permissions/approvals (labour, pollution control, quarries, right of ways, etc.) prior to start of work ii. Mobilize EHS officer and Archaeological supervisor prior to start of work iii. Prepare and submit: a. Construction waste management (CWM) plan b. Traffic management (TM) plan iv. Implement the mitigation measures as per the EMP including CWM & TM Plans v. Conduct environmental monitoring as per the EMP vi. Undertake immediate action as suggested by PIU / PMU / PDMC to remedy unexpected adverse impacts or ineffective mitigation measures found during the course of implementation vii. Submit monthly compliance reports on EMP implementation viii. Act promptly on public complaints and grievances related to construction work and redressin a timely manner in coordination with PIU.
8.3 Training Needs
164. The following Table shows the outline of capacity building program to ensure EMP implementation. The estimated cost is to be covered by the project’s capacity building program.
Table 8-7: Outline of Capacity Building Program on EMP implementation (Package 4A Towns)
Cost and S. Target Participants& Estimate Description Source No Venue (INR) of Funds 1. Introduction and Sensitization to Environmental Issues (1 day) - ADB Safeguards Policy Statement All staff and consultants involved -Government of India and Included in in the project Madhya Pradesh applicable the overall 1 - safeguard laws, regulations and program At PMU, Bhopal cost policies including but not limited (combined program to core labor standards, OH&S, for all subprojects) etc - Incorporation of EMP into the project design and contracts -Monitoring, reporting and
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Cost and S. Target Participants& Estimate Description Source No Venue (INR) of Funds corrective action planning
EMP implementation (1/2 day) - EMP mitigation & monitoring measures -Roles and responsibilities All PIU staff, contractor - Public relations, staff and consultants -Consultations Included in -Grievance redress involved in the subproject. INR100,000(Lump subproject 2 - Monitoring and corrective action planning sum) cost - Reporting and disclosure At PIU estimates -Construction site standard operating procedures (SOP) - AC pipe protocol - Traffic management plan - Waste management plan - Site clean-up & restoration Once before start of work, and there after Contractors Orientation to regular briefing every Workers(1/2 day) month once. Contractors 3 - Environment, health and safety Daily briefing on - cost in project construction safety prior to start of work.
All workers (including unskilled laborers)
8.4 Monitoring & Reporting
165. Before starting of works contractor should submit compliance report to PIU related to pre-construction mitigation measures as per EMP are carried out. Contractor should confirm that all the staff for EMP implementation is deployed. PMU and PDMC will review the report and accord permission for commencement of works.
166. During construction, results from internal monitoring by the contractor will be reflected in their monthly EMP implementation reports to the PIU. ASO will review and advise contractors for corrective actions if necessary. Quarterly report summarizing compliance and corrective measures taken will be PMC field team at PIU and submitted to
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PMU (Appendix). During operation, the contractor will conduct management and monitoring actions as per the operation stage EMP, and submit to PMU and ULB a quarterly report on EMP implementation and compliance.
167. Based on monthly & quarterly reports and measurements, PMU will draft, review, and submit to ADB, 6-monthly semi-annual Environmental Monitoring Report (EMR). Once concurrence from the ADB is received the report will be disclosed in the MPUDC and PMU websites.
168. ADB will review project performance against the MPUSIP commitments as agreed in the legal documents. The extent of ADB’s monitoring and supervision activities will be commensurate with the project’s risks and impacts. Monitoring and supervising of social and environmental safeguards will be integrated into the project performance management system
8.5 EMP Cost
169. Most of the mitigation measures require the contractors to adopt good site practice, which should be part of their normal procedures already, so there are unlikely to be major costs associated with compliance. The costs which are specific to EMP implementation and are not covered elsewhere in the projects are given below.
Table 8-8: Environmental Management Cost
S. No Description EMP Cost (Rs) Total (Rs) Cost Covered By A Implementation staff 1 Environmental Specialist 11,35,000 DBO Contract 2 EHS Supervisor 6,30,000 DBO Contract Sub- Total (A) 17,65,000 B Mitigation Measures site safety & traffic management, barricading etc, including demolishment and 1 transportation of debris in each town, provision for Rain Water Harvesting Structures in 52,09,980 DBO Contract Phuphkalan, as applicable. Sub- Total (B) 52,09,980 C Monitoring Measures a Environmental Monitoring Cost during construction phase 9,88,000 DBO Contract Sub- Total (C) 9,88,000 D Capacity Building a Training on EMP implementation 1,00,000 PMU Preparation of plans and protocols (traffic management plan, waste (spoils) management b 2,50,000 DBO Contract plan etc., chance find protocal c Contractors Orientation to Workers on EMP implementation 1,00,000 DBO Contract Sub- Total (D) 4,50,000 Total 84,12,980
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9 CONCLUSIONS &RECOMMENDATIONS
9.1 Conclusions and Recommendations
170. The process described in this document has assessed the environmental impacts of all elements of the Phuphkalan – Daboh – Alampur - Mihona water supply improvement subproject. All potential impacts were identified in relation to pre-construction, construction, and operation phases. Planning principles and design considerations have been reviewed and incorporated into the site planning and design process wherever possible; thus, environmental impacts as being due to the project design or location were not significant.
171. There are two important location and design aspects. First, the proposed water supply schemes include design of new water sources, that include construction of stop dams cum water impounding structures in three out of four town (Daboh, Alampur, & Mihona). In Phuphkala it is proposed to continue the existing groundwater source. Second, there are forest areas near the proposed stop dams / intakes in the towns of Alampur.
172. The proposed sources, Pahuj and Sind Rivers are perennial rivers. However, there is a large variation in monthly flows, with very high flows during the monsoon – post monsoon season to very low flow in the summer months. It is proposed to create adequate storage with construction a small stop dam across the rivers to meet the demand of the low flow season. Although the minimum flow of the rivers during the summers is also higher than the requirement of the towns, considering that erratic and unpredictable rainfall it is proposed to create storage in the river at the intake. The height of the dams is small (~4 m) fixed in such a way that top level of structure is well below the High Flood Level of the rivers and to store required water. The banks of the rivers are much above the HFL, hence there will not be any submergence on the upstream. Submergence/storage will be confined to river course itself. Dam will be a solid structure (built in RCC) and will have no arrangements to increase/decrease the height (such as operable gates) or release or hold water beyond/below the fixed dam height.
173. Given very small storage, dam will be filled at the first monsoon flow itself, and will continue to be full throughout (as the minimum flow is much higher than the demand), and the water coming from the upstream will overflow freely, and flow downstream without any hindrance. Therefore the change in flow regime due to this small dam will be negligible. There are also no notable water intakes, abstraction points downstream of proposed dams, therefore no significant impacts envisaged. The proposed impoundment in fact is likely to benefit the environment through groundwater recharge and propagation of aquatic life. In Phupkalan, groundwater is available in good quantity, and as per the CGWB, the current groundwater usage is safe, and has potential for further development and usage. Therefore no impacts on groundwater regime envisaged. However, measures to protect and augment the groundwater source are proposed for long term sustainability.
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174. Source water quality for four towns has been tested and found all the parameters are within the limits as per standards except coli form. Hence WTP is proposed for to treat the water. There are no notable pollution sources in the upstream near the intakes. No negative impacts thus envisaged. For Phuphkalan, ground water quality of existing tube wells has also been tested; found that TDS, Hardness and Iron are more than permissible limits. Appropriate treatment technology is suggested for safe drinking water.
175. In Alampur raw water pipes will be laid through forest lands. However, as the pipeline is aligned along an existing forest road, there is no need for tree cutting and/or removal of vegetation. Therefore no significant impacts envisaged. However, conduct of construction works and presence of workers, vehicles may damage /disturb the sensitive areas. Necessary precautionary measures are suggested to avoid any impacts.
176. During the construction phase, impacts mainly arise from the construction dust and noise, the need to dispose of large quantities of waste soil and import a similar amount of sand to support the pipe in the trenches; and from the disturbance of residents, businesses and traffic by the construction work. The social impacts (access disruptions) due to construction activities are unavoidable, as the residential and commercial establishments exist along the roads where pipes will be laid. As the river ponding and intake well works are conducted in rivers, there is a possibility of water contamination. Appropriate measures are suggested.
177. Anticipated impacts of water supply during operation and maintenance will be related to detection and repair of leaks, pipe bursts. These are, however, likely to be minimal, as proper design and selection of good quality pipe material shall mean that leaks are minimal. Leak repair work will be similar to the pipe-laying work. Application and handling of chlorine gas will involve certain risks, and appropriate measures are suggested for safe application. The DBO Contractor will implement the operation stage EMP.
178. Consultations have been conducted with general public, elected representatives, officials of ULBs and line departments during project planning, design and preparation of IEE. The planned information disclosure measures and process for carrying out consultation with affected people will facilitate their participation during project implementation.
179. The project’s grievance redressal mechanism will provide the citizens with a platform for redressal of their grievances, and describes the informal and formal channels, time frame, and mechanisms for resolving complaints about environmental performance.
180. The EMP will assist the PMU, PIU, PDMC and DBO contractor in mitigating the environmental impacts, and guide them in the environmentally sound execution of the proposed project.
181. A copy of the EMP shall be kept on-site during the construction period at all times. The EMP shall be made binding on all contractors operating on the site, and will
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be included in the contractual clauses. Non-compliance with, or any deviation from, the conditions set out in this document shall constitute a failure in compliance.
182. The project will benefit the general public by contributing to the long-term improvement of water supply and community. The potential adverse environmental impacts are mainly related to the construction period, which can be minimized by the mitigating measures and environmentally sound engineering and construction practices.
183. As per ADB SPS, the project is classified as environmental category B and does not require further environmental impact assessment. Project will require following government permission/approvals (i) permission of WRD, GoMP for water abstraction from rivers; (ii) consent for establishment and consent for operation for WTPs from Madhya Pradesh Pollution Control Board; (iii) Clearance from Highways Department for cutting roads, (iv) Conversion of forest land for project purpose and permission from Forest Department for Alampur. These permissions/approvals shall be obtained prior to invitation of bids. Prior to construction, permissions for breaking or shifting of public utilities like sewer lines or water pipe lines from Nagar Parishad, clearance from electricity board for shifting/ moving of streetlight and chief municipal officer to cut the trees are required.
184. This IEE shall be updated during the detailed design stage by the DBO contractor to reflect any changes, amendments and will be reviewed and approved by PMU.
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10 APPENDIX – PHUPHKALAN
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10.1 Appendix 1 – Water Quality Test Results –Phupkalan
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Figure 10-1: Tube Well Locations – Phuphkalan
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Figure 10-2: Sample Location Near Barahi Ghat – Surface Water
Figure 10-3: Sample Location Sadar Bazar – Ground Water
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Figure 10-4: Sample Location RTO – Ground Water
Figure 10-5: Sample Location Tube well - Bassipura
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Figure 10-6: Sample Location Tube well –RTO Area & Opp: RTO
Figure 10-7: Sample Location Tube well – Old OHT
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Figure 10-8: Sample Location Tube well – Nagar Parisahd
Figure 10-9: Sample Location Tube well – Near Adarsh School & Ward No.2
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10.2 Appendix 2 – Land Details –Phupkalan
Land Availabilit Component Location Ownership of Plot No Availabl y of land Status of Land (Khasra No) e ( Ha) Record NOC At old OHT Not OHT near Phuphkalan Applicabl Nagar Nagar Parishad 630 0.687 Yes Parishad e RTO land 59/2, 60, Applied near Government of 65/1, 69/2, to District OHT &WTP Bhadakur Madhya 70/1, Collector Road Pradesh 175/(1/2), 2.927 Yes for the Tiraha 175/2, 176/1 same
Figure 10-10: Details of Land for OHT
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Figure 10-11: Details of Land for OHT
Figure 10-12: Letter to Honorable Collector
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Figure 10-13: Letter from ULB for Utilization of land for OHT
Figure 10-14: Proposed RTO land for Water Works – Phuphkalan
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Figure 10-15: Old OHT near Nagar Parishad
Figure 10-16: Proposed RTO land for Water Works – Phuphkalan
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10.3 Appendix 3 – Stakeholders Meeting - Phupkalan
Chairman, Phuphkala Nagar 1 Mr. Sharma 9926236391 Parishad 2 Mr. ShiyasharanYadav Chief Municipal Officer, PNP 9425457361 Mr. Harinarayan Sub – Engineer In-charge, PNP 3 9893392247 Sharma
Minutes of the meeting for the discussion held with the Officials of Phuphkala Nagar Parishad on 23-Sep-2015. Consultant representatives visited Phuphkala Nagar Parishad for kickoff meeting and site visit for preparation of Detailed Project Report of Water Supply Scheme for Phuphkala under MPUSIP. Following representatives were present during the discussion for the project:
• Mr. ShiyasharanYadav, Chief Municipal Officer, Phuphkala Nagar Parishad. • Mr. RamprakashYadav, Office Staff, Phuphkala Nagar Parishad. • Mr. SrinivasaRaju, Civil Engineer (Water Supply Expert), Darashaw& Co. Pvt. Ltd. • Mr. Yadnyeshwar Joshi, Graduate Trainee, Darashaw& Co. Pvt. Ltd. • Mr. SohailHussain, Graduate Trainee, Darashaw& Co. Pvt. Ltd.
Following points were discussed during the meeting with ULB officials: ▪ Chairman welcomed the initiative taken by the MPUSIP for the preparation of DPR for Water Supply of different towns of Madhya Pradesh. ▪ The need for the project was discussed with the Chairman of the Nagar Parishad. ▪ Chairman and CMO discussed the problems in the Phuphkala related to Drinking Water Supply. ▪ The socio economic profile of the Phuphkala was explained by the Chairman. ▪ There is an immediate need of improving the present water works infrastructure in the town. Chairman explained the problematic areas (Low pressure zones, Electricity supply duration) related to the water supply. ▪ Consultant noted down the problematic areas & present situation of the town and discussion was held on the need. ▪ Consultants carried out the site visit to the source of water like Chambal River, existing Overhead Service Reservoirs (OHSRs) & tube wells along with the representative of Phuphkala Nagar Parishad. ▪ The present condition of Water Supply including Source, Distribution System, Zones where water is supplied, Supply Hours & Frequency, Water Tax, Staff for Water Works, etc. was collected. ▪ All the data related to the town like CDPs, Ward wise population, Ward Map and information about existing Water Supply Scheme was collected.
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Figure 10-17: Stakeholder Consultation during Transect Walk
Figure 10-18: Consultation with CMO & Officials
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10.4 Appendix 4: Rapid Environmental Assessment (REA) Checklist - Phuphkalan
Screening Questions for Impact Categorization
Check the appropriate box (e.g. by double-clicking the box and selecting ‘checked’ in default vale)
Screening Questions Yes/No Remarks A. Project Siting :Is the project area… Densely populated? Yes No. Population density is 905 per sqkm.
No Heavy with development activities? Yes No.
No Adjacent to or within any Yes No. environmentally sensitive areas? No Cultural heritage site Yes No
No Protected Area Yes No
No Wetland Yes No
No Mangrove Yes No
No Estuarine Yes No
No Buffer zone of protected area Yes No
No Special area for protecting Yes No. biodiversity No Bay Yes No
No
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Screening Questions Yes/No Remarks Water Supply Potential Environmental Impacts
Will the Project cause… Pollution of raw water supply from Yes No. Ground water is source for the scheme. upstream wastewater discharge from communities, industries, agriculture, No and soil erosion runoff? Impairment of historical / cultural Yes No impact on such structures. monuments / areas and loss / damage to these sites? No Hazard of land subsidence caused by Yes No. The quantity of water is very less. As per excessive ground water pumping? the recommendation of ground water testing No report, the pumping will be done. Social conflicts arising from Yes No social conflicts are anticipated. displacement of communities? No Conflicts in abstraction of raw water Yes No such conflict. for water supply with other beneficial water uses for surface and ground No waters? Unsatisfactory raw water supply (e.g. Yes Raw water will be treated in WTP considering excessive pathogens or mineral the characteristics of the water. constituents)? No Delivery of unsafe water to Yes Proper care has been taken during design of distribution system? the system. O&M manual will be prepared , No training will be given to the staffs operating the plant and to collect water sample time to time and to analyze the same to ensure the quality of the supplied water Inadequate protection of intake works Yes No. Ground water is source for the scheme. or wells, leading to pollution of water supply? No Over pumping of ground water, Yes No. As per the recommendation of ground leading to salinization and ground water testing report, the pumping will be done. subsidence? No Excessive algal growth in storage Yes No possibility for algae growth. 24x7 water reservoir? supply is designed. No still water present in No reservoirs. The storage reservoirs are covered from top and proper treatment like chlorination
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Screening Questions Yes/No Remarks of water will not allow algal growth in the reservoirs. Increase in production of sewage Yes No. Sewage volume will slightly increase but beyond capabilities of community will not beyond the capabilities of the facilities? No community facilities. Inadequate disposal of sludge from Yes No. Ground water is source for the scheme. water treatment plants? No Inadequate buffer zone around Yes Submersible pumps are proposed. Hence no pumping and treatment plants to question of noise arises. alleviate noise and other possible No nuisances and protect facilities? Impairments associated with Yes Impairments may be with access road but it is transmission lines and access roads? and can be minimized taking regulatory No measures as per EMP. Temporary in nature. Health hazards arising from Yes Chlorine dosing will be done through inadequate design of facilities for chlorinator. MSIHC rules will be followed. receiving, storing, and handling of No chlorine and other hazardous chemicals. Health and safety hazards to workers Yes Training will be given to worker on health and from the management of chlorine safety aspects of application of chlorine for used for disinfection and other No treatment of water. BIS code of safety contaminants? concerning hazards relating to chlorine is followed Dislocation or involuntary Yes No. Sump and OHTs are proposed in resettlement of people government land ,Water supply pipes will be No layed along the ROW on government land and not impacting any structure , so no issue of R&R. Social conflicts between construction Yes Priority will be given to local labour for job as workers from other areas and suggested in EMP community workers? No Noise and dust from construction Yes Yes. During civil work noise and dust will be activities? generated but it will be localized and short-term No in nature. Proper measure as suggested in EMP will minimize the problem. Continuing soil erosion / silt runoff Yes The proposed pipelines are underground .so from construction operations? there is no chance of soil erosion during No operation. During laying of pipes trenched will
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Screening Questions Yes/No Remarks be filled and compacted to resource original ground condition. Debris generated due to excavation will be disposed off in designated disposal site. Increased road traffic due to Yes Construction will be managed as to allow traffic interference of construction to maintain through access. There is no activities? No expected considerable increased in road traffic due to construction activities. Consultation with traffic police authority will be undertaken. Delivery of unsafe water due to poor Yes Only disinfected water from the WTP will be O&M treatment processes (especially supplied to the OHSR and to the distribution mud accumulations in filters) and No system. Training will be given to the staffs inadequate chlorination due to lack of operating the plant and to collect water sample adequate monitoring of chlorine time to time and to analyze the same to ensure residuals in distribution systems? the quality of the supplied water Delivery of water to distribution Yes DI and HDPE pipes has been proposed as a system, which is corrosive due to precautionary measures. inadequate attention to feeding of No corrective chemicals? Accidental leakage of chlorine gas? Yes Chlorine dosing will be done with the help of chlorinators. Adequate measures will be taken No to prevent the exposure of workers to chlorine gas. Excessive abstraction of water Yes No such impact is anticipated. affecting downstream water users? No Competing uses of water? Yes No such competition is envisaged. Water demand has been calculated considering all No types of demand. Increased sewage flow due to Yes Sewage volume will be definitely increased with increased water supply the increase in water supply at new area. No During designing of new sewerage system. Increased volume of sullage Yes The scope of the present work does not involve (wastewater from cooking and waste water treatment plant washing) and sludge from No wastewater treatment plant Large population influx during project Yes Construction of Sump, OHSRs and laying of construction and operation that distribution and rising mains are not a big causes increased burden on social No construction. Hardly 30-40 labourers will be infrastructure and services (such as work during construction; therefore temporary
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Screening Questions Yes/No Remarks water supply and sanitation burden to social infrastructure is anticipated. systems)? Risks to community health and safety Yes No explosive will be used. Fuel and chemicals due to the transport, storage, and use will be stored as per storage and import of and/or disposal of materials such as No hazardous chemical rules 1989 and safety explosives, fuel and other chemicals norms during operation and construction?
Community safety risks due to both Yes Construction of sumps and OHSRs are accidental and natural hazards, planned at open isolated vacant area therefore especially where the structural No safety risk of community does not arise. In case elements or components of the of pipe laying for project are accessible to members of the affected community or where Distribution and rising community safety will be their failure could result in injury to considered as per EMP All structural design will the community throughout project be as per standard design for earthquake construction, operation and hazard zone II decommissioning?
Climate Change and Disaster Risk Yes No Remarks Questions The following questions are not for environmental categorization. They are included in this checklist to help identify potential climate and disaster risks. Is the Project area subject to hazards such as The area is under earthquake earthquakes, floods, landslides, tropical cyclone hazard zone (II).All structural winds, storm surges, tsunami or volcanic design will be eruptions and climate changes (see Appendix as per standard design for I)? earthquake hazard zone II. Could changes in temperature, precipitation, or No Since pumping will be done as extreme events patterns over the Project per recommendation of test lifespan affect technical or financial report extreme events will affect sustainability (e.g., changes in rainfall patterns the scheme. disrupt reliability of water supply; sea level rise creates salinity intrusion into proposed water supply source)?
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Are there any demographic or socio-economic No There is no vulnerable aspects of the Project area that are already Population in project area. vulnerable (e.g.,high incidence of marginalized populations, rural-urban migrants, illegal settlements, ethnic minorities, women or children)? Could the Project potentially increase the √ No climate or disaster vulnerability of the surrounding area (e.g., by using water from a vulnerable source that is relied upon by many user groups, or encouraging settlement in earthquake zones)?
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11 APPENDIX – DABOH
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11.1 Appendix 1 – Water Quality Test Results – Daboh
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Location of Sampling
Figure 11-1: Location of water sampling for Daboh Town
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11.2 Appendix 2 – Land Details – Daboh
Plot No Land Availabilit Componen Location Ownershi (Khasra Available y of land Status of t p of Land No) (Ha) Record NOC Water Sent letter Weir and Resources Pahuj River 232 Yes to WRD Intake Departmen department t (WRD) Applied to Abutting District Govt. of 213 TO 219 WTP Samthar 1.76 Hectare Yes Collector MP and 232 road for the same OHT of 210 Obtained Old OHT ULB ULB land 30 m x 30m Yes KL from ULB
Figure 11-2: Self-Authorization for old OHT Land
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Figure 11-3: Letter to Honorable Collector
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Figure 11-4: Khasara Map of WTP land
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Figure 11-5: Khata Khasra No for WTP land at Samthar road near bridge on Pahuj River
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Figure 11-6: Letter from ULB
Proposed StructureIntake Well
Figure 11-7: Site for River Ponded Structure and Intake at Pahuj(Photo: January 2016)
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Figure 11-8: Shows Location of proposed WTP
Figure 11-9: Location of OHT-2 near old OHT
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Figure 11-10: Showing Location of WTP abutting Samthar Road (Photo: January 2016)
Figure 11-11: Showing Location of Proposed OHT at old OHT (Photo: January 2016)
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11.3 Annexure 3- Letter from Daboh to Water Resources Department
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11.4 Appendix 4 – Stakeholders Meeting - Daboh
Sr. Name Designation Contact No. Number Chairman, Daboh Nagar 1 Mr. Roopnarayan Khatik Parishad Chief Municipal Officer, Daboh 2 Mr. N. R. Khanger 9926259220 Nagar Parishad Sub – Engineer In-charge, 3 Mr. K. K. Dubey 9826223868 Daboh Nagar Parishad
Minutes of the meeting held with the Officials of Daboh Nagar Parishad on 23-Sep-2015. Consultant representatives visited Daboh Nagar Parishad along with UADD officials for kickoff meeting and site visit for preparation of Detailed Project Report of Water Supply Scheme for Daboh under MPUSIP. Following representatives were present during the discussion for the project:
• Mr. Roopnarayan Khatik, Chairman, Daboh Nagar Parishad. • Mr. N. R. Khanger, Chief Municipal Officer, Daboh Nagar Parishad. • Mr. K. K. Dubey, Assistant Engineer (UADD) & Sub-Engineer in-charge, Daboh Nagar Parishad. • Mr. VVSN Murthy, Civil Engineer (Hydraulics), Darashaw & Co. Pvt. Ltd. • Mr. Mohana Krishna, Associate, Darashaw & Co. Pvt. Ltd.
Following points were discussed during the meeting with ULB officials: ▪ Chairman welcomed the initiative taken by the MPUSIP for the preparation of DPR for Water Supply of different towns of Madhya Pradesh. ▪ The need for the project was discussed with the Chairman of the Nagar Parishad. ▪ Chairman and CMO discussed the problems in the Daboh related to Drinking Water Supply. ▪ The socio economic profile of the Daboh was explained by the Chairman. ▪ There is an immediate need of improving the present water works infrastructure in the town. Chairman explained the problematic areas (low pressure zones, Electricity supply duration) related to the water supply. ▪ Consultant noted down the problematic areas & present situation of the town and discussion was held on the need. ▪ Consultants carried out the site visit to the source of water like Pahuj River, existing Overhead Service Reservoirs (OHSRs) & tube wells along with the representative of Daboh Nagar Parishad.
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▪ The present condition of Water Supply including Source, Distribution System, Zones where water is supplied, Supply Hours & Frequency, Water Tax, Staff for Water Works, etc. was collected. ▪ All the data related to the town like CDPs, Ward wise population, Ward Map and information about existing Water Supply Scheme was collected.
Minutes of the meeting for the discussion held with the Officials of Daboh Nagar Parishad on 17-Jan-2016 Consultant representatives visited Daboh Nagar Parishad for explaining concept report and site visit for finalization of source and land availability details for preparation of Detailed Project Report of Water Supply Scheme for Daboh under MPUSIP. Following representatives were present during the discussion for the project:
• Mr. Roopnarayan Khatik, Chairman, Daboh Nagar Parishad. • Mr. N. R. Khanger, Chief Municipal Officer, Daboh Nagar Parishad. • Mr. S.R Sharma, Assistant Engineer (UADD) & Sub-Engineer in-charge, Daboh Nagar Parishad. • Mr. VVSN Murthy, Civil Engineer (Hydraulics), Darashaw & Co. Pvt. Ltd. • Mr. Yadeneswar Joshi, Associate, Darashaw & Co. Pvt. Ltd.
Following points were discussed during the meeting with ULB officials: ▪ Consultants are explained the concept plan of water supply scheme to CMP and Chairman. ▪ Discussed about sources considered during concept plant preparation Pahuj River and explained approximate project cost. ULB officials finalized and agreed for Pahuj River as a source of water supply. ▪ Discussed and confirmed about existing water supply facilities and infrastructure available with ULB and Discussed about problems facing and shortage in water supply. ▪ Consultants shown the base map of Daboh town prepared with help of topographical survey and CMO has given some comments regarding left out features. Consultants noted down all points and assured to rectify the same. ▪ Pahuj River source visited along with Chairman & CMO and finalized the route for laying of rising main from source to ULB ▪ Identified a location for construction of Intake well ▪ Identified a land parcel for construction of WTP near by Pahuj River on Samthar Road. ▪ Site visit done along with CMO & Chairman to identify the land available for proposed works like construction of sump, OHT and Pump Rooms etc and finalized. ▪ Collected last 3 years financial statements of ULB.
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Daboh Stakeholders meeting was held on 04th May 2016
In Daboh, Chairman, some Ward members, Office Staff, Representatives of the MLA from the town were present for the meeting. The scheme was conveyed to them along with the tentative cost of the project. The queries asked by the stakeholders were answered to their satisfaction. Proceedings of the meeting were documented.
1) Mr. RoopnarayanKhatik asked about the Cost of the project & Funding pattern i.e. the cost that will be borne by ULB.
Reply – Tentative cost of the project was conveyed to him along with the funding pattern as “State Govt. will give 30% of the amount as Aid while 70% will be given by Asian Development Bank (ADB) as loan as 9% rate of interest. Of the 70% given by ADB, State Govt. will repay 75% while 25% will be borne by the concerned ULB. The O&M cost will also be borne by the concerned ULB.”
2) Mr. Rafeeq Khan asked about the implementation period of the scheme.
Reply – The scheme will be implemented by 2018.
3) Mr. Ramlakhan Sharma asked if Weir is proposed.
Reply – Yes Weir is proposed on Pahuj River.
4) Mr. Rajendra kumar Khemariya asked if Salaiya can be chosen as the Intake & WTP location.
Reply – As per ULB officials there is not enough government land available for WTP and allied works. So here is only proposed.
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Figure 10 14: Consultation with CMO & Officials
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11.5 Appendix 5: Rapid Environmental Assessment (REA) Checklist - Daboh
Screening Questions for Impact Categorization
Check the appropriate box (e.g. by double-clicking the box and selecting ‘checked’ in default vale)
Screening Questions Yes/No Remarks A. Project Siting
Is the project area… Densely populated? Yes No. Population density is 1425 per sqkm.
No Heavy with development activities? Yes No.
No Adjacent to or within any environmentally Yes No. sensitive areas? No Cultural heritage site Yes No
No Protected Area Yes No
No Wetland Yes No
No Mangrove Yes No
No Estuarine Yes No
No Buffer zone of protected area Yes No
No Special area for protecting biodiversity Yes No.
No Bay Yes No
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Screening Questions Yes/No Remarks No Water Supply Potential Environmental Impacts
Will the Project cause… Pollution of raw water supply from upstream Yes No. The river is 13km from town , on wastewater discharge from communities, upstream of the town. industries, agriculture, and soil erosion No runoff? Impairment of historical / cultural Yes No impact on such structures. monuments / areas and loss / damage to these sites? No Hazard of land subsidence caused by Yes does not arise because the source of excessive ground water pumping? water is No river water –Pahuj river Social conflicts arising from displacement of Yes No social conflicts are anticipated. communities? No Conflicts in abstraction of raw water for Yes No such conflict. Sufficient quantity of water supply with other beneficial water water in river is available for supply of uses for surface and ground waters? No water to this water supply system Unsatisfactory raw water supply (e.g. Yes Raw water will be treated properly in WTP excessive pathogens or mineral considering the characteristics of the constituents)? No water. Provision is made for regular water quality monitoring. Delivery of unsafe water to distribution Yes Proper care has been taken during system? design of the system. O&M manual will be No prepared , training will be given to the staffs operating the plant and to collect water sample time to time and to analyze the same to ensure the quality of the supplied water Inadequate protection of intake works or Yes Location of intake is selected to avoid the wells, leading to pollution of water supply? pollution. Adequate measures are No proposed for protection of intakes. Over pumping of ground water, leading to Yes No. Surface water is adopted as source salinization and ground subsidence? for the water supply scheme. No
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Screening Questions Yes/No Remarks Excessive algal growth in storage Yes No possibility for algae growth. 24x7 reservoir? water supply is designed. No still water No present in reservoirs. The storage reservoirs are covered from top and proper treatment like chlorination of water will not allow algal growth in the reservoirs. Increase in production of sewage beyond Yes No. Sewage volume will slightly increase capabilities of community facilities? but will not beyond the capabilities of the No community facilities. Inadequate disposal of sludge from water Yes No. Sludge will disposed off in designated treatment plants? landfill site. No Inadequate buffer zone around pumping Yes Proposed pumping stations are away and treatment plants to alleviate noise and from settlements and provided with other possible nuisances and protect No proper enclosures. facilities? Impairments associated with transmission Yes Impairments may be with access road but lines and access roads? it is and can be minimized taking No regulatory measures as per EMP. Temporary in nature. Health hazards arising from inadequate Yes Chlorine dosing will be done through design of facilities for receiving, storing, and chlorinator. MSIHC rules will be followed. handling of chlorine and other hazardous No chemicals. Health and safety hazards to workers from Yes Training will be given to worker on health the management of chlorine used for and safety aspects of application of disinfection and other contaminants? No chlorine for treatment of water. BIS code of safety concerning hazards relating to chlorine is followed Dislocation or involuntary resettlement of Yes No.WTP is proposed in government land people ,Water supply pipes will be layed along No the ROW on government land and not impacting any structure , so no issue of R&R. Social conflicts between construction Yes Priority will be given to local labour for job workers from other areas and community as suggested in EMP workers? No Noise and dust from construction activities? Yes Yes. During civil work noise and dust will be generated but it will be localized and
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Screening Questions Yes/No Remarks No short-term
in nature. Proper measure as suggested in EMP will minimize the problem. Continuing soil erosion / silt runoff from Yes The proposed pipelines are underground construction operations? .so there is no chance of soil erosion No during operation. During laying of pipes trenched will be filled and compacted to resource original ground condition. Debris generated due to excavation will be disposed off in designated disposal site. Increased road traffic due to interference of Yes Construction will be managed as to allow construction activities? traffic to maintain through access. There No is no expected considerable increased in road traffic due to construction activities. Consultation with traffic police authority will be undertaken. Delivery of unsafe water due to poor O&M Yes Only disinfected water from the WTP will treatment processes (especially mud be supplied to the OHSR and to the accumulations in filters) and inadequate No distribution system. Training will be given chlorination due to lack of adequate to the staffs operating the plant and to monitoring of chlorine residuals in collect water sample time to time and to distribution systems? analyze the same to ensure thequality of the supplied water Delivery of water to distribution system, Yes Source of water for this subproject is which is corrosive due to inadequate treated water from WTP which is not attention to feeding of corrective chemicals? No corrosive in nature. Although DI and PVC pipes has been proposed as a precautionary measures. Accidental leakage of chlorine gas? Yes Chlorine dosing will be done with the help of chlorinators. Adequate measures will No be taken to prevent the exposure of workers to chlorine gas. Excessive abstraction of water affecting Yes No such impact is anticipated. downstream water users? No Competing uses of water? Yes No such competition is envisaged. Water demand has been calculated considering No all types of demand. Increased sewage flow due to increased Yes Sewage volume will be definitely
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Screening Questions Yes/No Remarks water supply No increased with the increase in water supply at new area. During designing of new sewerage system. Increased volume of sullage (wastewater Yes The scope of the present work does not from cooking and washing) and sludge from involve waste water treatment plant wastewater treatment plant No Large population influx during project Yes Construction of WTP, OHSRs and laying construction and operation that causes of distribution and rising mains are not a increased burden on social infrastructure No big construction. Hardly 30-40 labourers and services (such as water supply and will be work during construction; therefore sanitation systems)? temporary burden to social infrastructure is anticipated. Risks to community health and safety due Yes No explosive will be used. Fuel and to the transport, storage, and use and/or chemicals will be stored as per storage disposal of materials such as explosives, No and import of hazardous chemical rules fuel and other chemicals during operation 1989 and safety norms and construction? Community safety risks due to both Yes Construction of WTPs and OHSRs are accidental and natural hazards, especially planned at open isolated vacant area where the structural elements or No therefore safety risk of community does components of the project are accessible to not arise. In case of pipe laying members of the affected community or forDistribution and rising community where their failure could result in injury to safety will be considered as per EMP All the community throughout project structural design will be as per standard construction, operation and design for earthquake hazard zone III. decommissioning?
Climate Change and Disaster Risk Yes No Remarks Questions The following questions are not for environmental categorization. They are included in this checklist to help identify potential climate and disaster risks. Is the Project area subject to hazards such as The area is under earthquake earthquakes, floods, landslides, tropical cyclone hazard zone (II).All structural winds, storm surges, tsunami or volcanic design will be eruptions and climate changes (see Appendix as per standard design for I)? earthquake hazard zone III.
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Could changes in temperature, precipitation, or No Previous data was analysed for extreme events patterns over the Project river flows and found to be lifespan affect technical or financial sustainable. Same trend is sustainability (e.g., changes in rainfall patterns envisaged. disrupt reliability of water supply; sea level rise creates salinity intrusion into proposed water supply source)? Are there any demographic or socio-economic No There is no vulnerable aspects of the Project area that are already Population in project area. vulnerable (e.g.,high incidence of marginalized populations, rural-urban migrants, illegal settlements, ethnic minorities, women or children)? Could the Project potentially increase the √ No climate or disaster vulnerability of the surrounding area (e.g., by using water from a vulnerable source that is relied upon by many user groups, or encouraging settlement in earthquake zones)?
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12 APPENDIX – ALAMPUR
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12.1 Appendix 1 – Water Quality Test Results – Alampur
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Figure 11 1: Location of water sampling for Alampur Town
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12.2 Appendix 2 – Land Details – Alampur
Plot Ownership of No Land Availability Status of Component Location Land (Khas Available of land NOC ra No) ( Ha) Record Weir and Sindh Water Sent letter Intake River Resources to WRD Department department (WRD) WTP - Abutting Revenue 85 3.82 Yes Sent 1.4MLD road to Department Hectare request Ratangarh letter to Mata District temple Collector OHT of 220 at Tehsil ULB ULB Approx..90 Yes Obtained KL Ward 8 land 0 sqm from ULB
Figure 12-1: Details of Land for WTP
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Figure 12-2: Details of Land for WTP
Figure 12-3: Letter to Honorable Collector
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Figure 12-4: Letter from ULB for Utilization of land for OHT
Figure 12-5: Location of Proposed Structure on Sindh River
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Figure 12-6: Location of Proposed River Ponded Structure and Intake in Sindh River (Photo: January 2016)
Figure 12-7: Shows Location of proposed WTP (Photo: January 2016)
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12.3 Annexure 3- Letter from Alampur to Water Resources Department
12.4 Appendix 4 – Stakeholders Meeting - Alampur
Sr. Name Designation Contact
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No. Number Mr. Tarachand CMO, Nagar Parishad 1 9755057261 Dhulia Sub – Engg, Alampur Nagar 2 Mr. K. K. Dubey 9826223868 Parishad Mr. Shivshankar Accountant, Alampur Nagar 3 9752821176 Jatav Parishad
Minutes of the meeting for the discussion held with the Officials of Alampur Nagar Parishad on 23-Sep-2015. Consultant representatives visited Alampur Nagar Parishad along with UADD officials for kickoff meeting and site visit for preparation of Detailed Project Report of Water Supply Scheme for Alampur under MPUSIP. Following representatives were present during the discussion for the project:
• Mr. Tarachand Dhulia, Chief Municipal Officer, Alampur Nagar Parishad. • Mr. K. K. Dubey, Assistant Engineer (UADD), Sub-Engineer in-charge, Alampur Nagar Parishad. • Mr. ShivshankarJatav, Accountant, Alampur Nagar Parishad. • Mr. VVSN Murthy, Civil Engineer (Hydraulics), Darashaw & Co. Pvt. Ltd. • Mr. Mohana Krishna, Associate, Darashaw & Co. Pvt. Ltd.
Following points were discussed during the meeting with ULB officials: ▪ Chairman welcomed the initiative taken by the MPUSIP for the preparation of DPR for Water Supply of different towns of Madhya Pradesh. ▪ The need for the project was discussed with the Chairman of the Nagar Parishad. ▪ Chairman and CMO discussed the problems in the Alampur related to Drinking Water Supply. ▪ The socio economic profile of the Alampur was explained by the Chairman. ▪ There is an immediate need of improving the present water works infrastructure in the town. Chairman explained the problematic areas (low pressure zones, Electricity supply duration) related to the water supply. ▪ Consultant noted down the problematic areas & present situation of the town and discussion was held on the need. ▪ Consultants carried out the site visit to the source of water like Pahuj River, Sindh River, existing Overhead Service Reservoirs (OHSRs) & tube wells along with the representative of Alampur Nagar Parishad. ▪ The present condition of Water Supply including Source, Distribution System, Zones where water is supplied, Supply Hours & Frequency, Water Tax, Staff for Water Works, etc. was collected.
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▪ All the data related to the town like CDPs, Ward wise population, Ward Map and information about existing Water Supply Scheme was collected.
Minutes of Stakeholders Meeting
Alampur stakeholders meeting was held on 04th May 2016.
In Daboh, Chairman, some Ward members, Office Staff, Representatives of the MLA from the town were present for the meeting. The scheme was conveyed to them along with the tentative cost of the project. The queries asked by the stakeholders were answered to their satisfaction. Proceedings of the meeting were documented.
5) Mr. Roopnarayan Khatik asked about the Cost of the project & Funding pattern i.e. the cost that will be borne by ULB.
Reply – Tentative cost of the project was conveyed to him along with the funding pattern as “State Govt. will give 30% of the amount as Aid while 70% will be given by Asian Development Bank (ADB) as loan as 9% rate of interest. Of the 70% given by ADB, State Govt. will repay 75% while 25% will be borne by the concerned ULB. The O&M cost will also be borne by the concerned ULB.”
6) Mr. Rafeeq Khan asked about the implementation period of the scheme.
Reply – The scheme will be implemented by 2018.
7) Mr. Ramlakhan Sharma asked if Weir is proposed.
Reply – Yes Weir is proposed on Sindh River.
8) Mr. Rajendrakumar Khemariya asked if Salaiya can be chosen as the Intake & WTP location.
Reply – As per ULB officials there is not enough government land available for WTP and allied works. So here is only proposed.
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Figure 10 14: Consultation with CMO & Officials
Figure 10 14: Consultation with local people
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12.5 Appendix 5: Rapid Environmental Assessment (REA) Checklist - Alampur
Screening Questions for Impact Categorization
Check the appropriate box (e.g. by double-clicking the box and selecting ‘checked’ in default vale)
Screening Questions Yes/No Remarks A. Project Siting
Is the project area… Densely populated? Yes No. Population density is 882 per sqkm.
No Heavy with development activities? Yes No.
No Adjacent to or within any Yes No. environmentally sensitive areas? No Cultural heritage site Yes No
No Protected Area Yes No
No Wetland Yes No
No Mangrove Yes No
No Estuarine Yes No
No Buffer zone of protected area Yes No
No Special area for protecting Yes No. biodiversity No Bay Yes No
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Screening Questions Yes/No Remarks No Water Supply Potential Environmental Impacts
Will the Project cause… Pollution of raw water supply from Yes No. The river is 19km from town. The proposed upstream wastewater discharge from location of intake is free from all industries, communities, industries, agriculture, No communities etc. and soil erosion runoff? Impairment of historical / cultural Yes No impact on such structures. monuments / areas and loss / damage to these sites? No Hazard of land subsidence caused by Yes does not arise because the source of water is excessive ground water pumping? river water –Sindh river No Social conflicts arising from Yes No social conflicts are anticipated. displacement of communities? No Conflicts in abstraction of raw water Yes No such conflict. Sufficient quantity of water in for water supply with other beneficial river is available for supply of water to this water uses for surface and ground No water waters? supply system Unsatisfactory raw water supply (e.g. Yes Raw water will be treated properly in WTP excessive pathogens or mineral considering the characteristics of the water. constituents)? No Provision is made for regular water quality monitoring. Delivery of unsafe water to Yes Proper care has been taken during design of distribution system? the system. O&M manual will be prepared , No training will be given to the staffs operating the plant and to collect water sample time to time and to analyze the same to ensure the quality of the supplied water Inadequate protection of intake works Yes Location of intake is selected to avoid the or wells, leading to pollution of water pollution. Adequate measures are proposed for supply? No protection of intakes. Over pumping of ground water, Yes No. Surface water is adopted as source for the leading to salinization and ground water supply scheme. subsidence? No Excessive algal growth in storage Yes No possibility for algae growth. 24x7 water reservoir? supply is designed. No still water present in No
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Screening Questions Yes/No Remarks reservoirs. The storage reservoirs are covered from top and proper treatment like chlorination of water will not allow algal growth in the reservoirs. Increase in production of sewage Yes No. Sewage volume will slightly increase but beyond capabilities of community will not beyond the capabilities of the facilities? No community facilities. Inadequate disposal of sludge from Yes No. Sludge will disposed off in designated water treatment plants? landfill site. No Inadequate buffer zone around Yes Proposed pumping stations are away from pumping and treatment plants to settlements and provided with proper alleviate noise and other possible No enclosures. nuisances and protect facilities? Impairments associated with Yes Impairments may be with access road but it is transmission lines and access roads? and can be minimized taking regulatory No measures as per EMP. Temporary in nature. Health hazards arising from Yes Chlorine dosing will be done through inadequate design of facilities for chlorinator. MSIHC rules will be followed. receiving, storing, and handling of No chlorine and other hazardous chemicals. Health and safety hazards to workers Yes Training will be given to worker on health and from the management of chlorine safety aspects of application of chlorine for used for disinfection and other No treatment of water. BIS code of safety contaminants? concerning hazards relating to chlorine is followed Dislocation or involuntary Yes No.WTP is proposed in government land resettlement of people ,Water supply pipes will be layed along the No ROW on government land and not impacting any structure , so no issue of R&R. Social conflicts between construction Yes Priority will be given to local labour for job as workers from other areas and suggested in EMP community workers? No Noise and dust from construction Yes Yes. During civil work noise and dust will be activities? generated but it will be localized and short-term No in nature. Proper measure as suggested in EMP will minimize the problem.
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Screening Questions Yes/No Remarks Continuing soil erosion / silt runoff Yes The proposed pipelines are underground .so from construction operations? there is no chance of soil erosion during No operation. During laying of pipes trenched will be filled and compacted to resource original ground condition. Debris generated due to excavation will be disposed off in designated disposal site. Increased road traffic due to Yes Construction will be managed as to allow traffic interference of construction to maintain through access. There is no activities? No expected considerable increased in road traffic due to construction activities. Consultation with traffic police authority will be undertaken. Delivery of unsafe water due to poor Yes Only disinfected water from the WTP will be O&M treatment processes (especially supplied to the OHSR and to the distribution mud accumulations in filters) and No system. Training will be given to the staffs inadequate chlorination due to lack of operating the plant and to collect water sample adequate monitoring of chlorine time to time and to analyze the same to ensure residuals in distribution systems? the
quality of the supplied water Delivery of water to distribution Yes Source of water for this subproject is treated system, which is corrosive due to water from WTP which is not corrosive in inadequate attention to feeding of No nature. Although DI and PVC pipes has been corrective chemicals? proposed as a precautionary measures. Accidental leakage of chlorine gas? Yes Chlorine dosing will be done with the help of chlorinators. Adequate measures will be taken No to prevent the exposure of workers to chlorine gas. Excessive abstraction of water Yes No such impact is anticipated. affecting downstream water users? No Competing uses of water? Yes No such competition is envisaged. Water demand has been calculated considering all No types of demand. Increased sewage flow due to Yes Sewage volume will be definitely increased with increased water supply the increase in water supply at new area. No During designing of new sewerage system. Increased volume of sullage Yes The scope of the present work does not involve (wastewater from cooking and waste water treatment plant washing) and sludge from No
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Screening Questions Yes/No Remarks wastewater treatment plant Large population influx during project Yes Construction of WTP, OHSRs and laying of construction and operation that distribution and rising mains are not a big causes increased burden on social No construction. Hardly 30-40 labourers will be infrastructure and services (such as work during construction; therefore temporary water supply and sanitation burden to social infrastructure is anticipated. systems)? Risks to community health and safety Yes No explosive will be used. Fuel and chemicals due to the transport, storage, and use will be stored as per storage and import of and/or disposal of materials such as No hazardous chemical rules 1989 and safety explosives, fuel and other chemicals norms during operation and construction? Community safety risks due to both Yes Construction of WTPs and OHSRs are planned accidental and natural hazards, at open isolated vacant area therefore safety especially where the structural No risk of community does not arise. In case of elements or components of the pipe laying for project are accessible to members of the affected community or where Distribution and rising community safety will be their failure could result in injury to considered as per EMP All structural design will the community throughout project be as per standard design for earthquake construction, operation and hazard zone II. decommissioning?
Climate Change and Disaster Risk Yes No Remarks Questions The following questions are not for environmental categorization. They are included in this checklist to help identify potential climate and disaster risks. Is the Project area subject to hazards such as The area is under earthquake earthquakes, floods, landslides, tropical cyclone hazard zone (II).All structural winds, storm surges, tsunami or volcanic design will be eruptions and climate changes (see Appendix as per standard design for I)? earthquake hazard zone II. Could changes in temperature, precipitation, or No Previous data was analysed for extreme events patterns over the Project river flows and found to be lifespan affect technical or financial sustainable. Same trend is sustainability (e.g., changes in rainfall patterns envisaged. disrupt reliability of water supply; sea level rise creates salinity intrusion into proposed water supply source)?
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Are there any demographic or socio-economic No There is no vulnerable aspects of the Project area that are already Population in project area. vulnerable (e.g.,high incidence of marginalized populations, rural-urban migrants, illegal settlements, ethnic minorities, women or children)? Could the Project potentially increase the √ No climate or disaster vulnerability of the surrounding area (e.g., by using water from a vulnerable source that is relied upon by many user groups, or encouraging settlement in earthquake zones)?
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13 APPENDIX – MIHONA
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13.1 Appendix 1 – Water Quality Test Results – Mihona
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Location of Sampling
Figure 13-1: Location of water sampling for Mihona Town near Ahroli
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13.2 Appendix 2 – Land Details -Mihona
Land Availabilit Compone OwnershipofLan PlotNo Availabl yof nt Location d (KhasraNo e landReco StatusofNOC ) ( Ha) rd Pahuj Water Resources Weir and River at Request letter Department Intake Ahroli sent to WRD (WRD) Village At Applied to WTP -2.07 Mihona, Revenue 1.055 District 927 Yes MLD Khuthali Department Hec Collector for Village the same Applied to OHT of WARD 3, 0.063 District ULB 1343 Yes 340 KL Bhatri Hec Collector for the same
Figure 13-2: Details of Land for WTP
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Figure 13-3: Details of Land for WTP
Figure 13-4: Details of Land for OHT
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Figure 13-5: Letter to Honorable Collector
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Figure 13-6: Intake Well Location in Pahuj River near Ahroli Village(Photo: January 2016)
River Ponding Structure
Figure 13-7: Intake Well &Weir Location near Ahroli Village
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Figure 13-8: Shows Location of proposed WTP(Photo: May 2016)
Proposed WTP
Figure 13-9: Shows Location of proposed WTP
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Figure 13-10: Location of OHT-2 (Photo: May 2016)
Proposed OHT
Figure 13-11: Showing Location of OHT
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13.3 Annexure 3- Letter from Mihona to Water Resources Department
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13.4 Appendix 4 – Stakeholders Meeting - Mihona
Sr. Name Designation Contact No. Number 1 Dr. RenuShivmohan Singh Chairman, Mihona Nagar Parishad 9926661865 2 Mr. Mahesh Purohit Chief Municipal Officer, MNP 9630838807 3 Mr. K. K. Dubey Sub – Engineer In-charge, MNP 9826223868
Minutes of the meeting for the discussion held with the Officials of Mihona Nagar Parishad on 17-Sep-2015. Consultant representatives visited Mihona Nagar Parishad along with UADD officials for kickoff meeting and site visit for preparation of Detailed Project Report of Water Supply Scheme for Mihona under MPUSIP. Following representatives were present during the discussion for the project:
• Mr. Shivmohan Singh, on behalf of Chairman, Mihona Nagar Parishad. • Mr. Mahesh Purohit, Chief Municipal Officer, Mihona Nagar Parishad. • Mr. K. K. Dubey, Sub-Engineer in-charge, Mihona Nagar Parishad. • Mr. J. P. Para, Executive Engineer, Chambal Division, UADD. • Mr. S. R. Sharma, Sub-Engineer, Lahar Nagar Parishad. • Mr. SrinivasAvvaru, Civil Engineer, Darashaw & Co. Pvt. Ltd. • Mr. Yadnyeshwar Joshi, Graduate Trainee, Darashaw & Co. Pvt. Ltd. Following points were discussed during the meeting with ULB officials: ▪ Mr. J. P. Para introduced the consultant team to the Chairman & other ULB Officials. ▪ Chairman welcomed the initiative taken by the MPUSIP for the preparation of DPR for Water Supply of different towns of Madhya Pradesh. ▪ The need for the project was discussed with the Chairman of the Nagar Parishad. ▪ Chairman and CMO discussed the problems in the Mihona related to Drinking Water Supply. ▪ The socio economic profile of the Mihona was explained by the Chairman. ▪ There is an immediate need of improving the present water works infrastructure in the town. Chairman explained the problematic areas (Low Pressure Zones, Electricity Supply duration) related to the water supply. ▪ Consultant noted down the problematic areas & present situation of the town and discussion was held on the need. ▪ Consultants carried out the site visit to the source of water like Pahuj River, Sindh River, existing Overhead Service Reservoirs (OHSRs) & tube wells along with the representative of MNP. ▪ The present condition of Water supply including Source, Distribution System, Zones where water is supplied, Supply Hours & Frequency, Water Tax, Staff for Water Works, etc. was collected.
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▪ All the data related to the town like CDPs, Ward wise population, Ward map and information about existing water supply scheme was collected.
Minutes of the meeting for the discussion held with the Officials of Mihona Nagar Parishad on 15-Jan-2016 Consultant representatives visited Mihona Nagar Parishad for explaining concept report and site visit for finalization of source and land availability details for preparation of Detailed Project Report of Water Supply Scheme for Mihona under MPUSIP. Following representatives were present during the discussion for the project:
• Mr. Shivmohan Singh, on behalf of Chairman, Mihona Nagar Parishad. • Mr. ShivramJatav, Chief Municipal Officer, Mihona Nagar Parishad. • Mr. SrinivasAvvaru, Darashaw & Co. Pvt. Ltd. • Mr. Yadnyeshwar Joshi, Darashaw & Co. Pvt. Ltd
Following points were discussed during the meeting with ULB officials: ▪ Consultants are explained the concept plan of water supply scheme to CMO, Chairman & Elected Members. ▪ Consultants shown the base map of Mihona town prepared with help of topographical survey to ULB to check the correctness of map and ULB has confirmed the same with small observations like colony names and land marks required. Darashaw has corrected the same and submitted along with Draft DPR. ▪ Discussed about sources considered during concept plan preparation like Pahuj River and Sindh River and explained approximate project cost for each option. ULB officials finalized and agreed for Pahuj River as a source of water supply. ▪ Discussed and confirmed once again about existing water supply facilities and infrastructure available with ULB and Discussed about problems facing and water shortage in water supply. ▪ Pahuj River source visited along with Chairman and finalized the route for laying of rising main from source to ULB ▪ Site visit done along with CMO & Chairman to identify the land available for proposed works like construction of sump, OHT and Pump Rooms etc and finalized. ▪ Collected last 3 years income and expenditure statements.
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Figure 13-12: Discussion with CMO & Chairman, Mihona and Elected Members
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Figure 13-13: Interaction with Local People
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Figure 13-14: Attendance of Stakeholders Meeting
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13.5 Appendix 5: Rapid Environmental Assessment (REA) Checklist - Mihona
Screening Questions for Impact Categorization
Check the appropriate box (e.g. by double-clicking the box and selecting ‘checked’ in default vale)
Screening Questions Yes/No Remarks A. Project Siting
Is the project area… Densely populated? Yes No. Population density is 2,419 per sqkm.
No Heavy with development activities? Yes No.
No Adjacent to or within any environmentally Yes No. sensitive areas? No Cultural heritage site Yes No
No Protected Area Yes No
No Wetland Yes No
No Mangrove Yes No
No Estuarine Yes No
No Buffer zone of protected area Yes No
No Special area for protecting biodiversity Yes No.
No Bay Yes No
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Screening Questions Yes/No Remarks No Water Supply Potential Environmental Impacts
Will the Project cause… Pollution of raw water supply from upstream Yes No. Intake wells is on upstream of Ahroli wastewater discharge from communities, Village. industries, agriculture, and soil erosion No runoff? Impairment of historical / cultural Yes No impact on such structures. monuments / areas and loss / damage to these sites? No Hazard of land subsidence caused by Yes does not arise because the source of excessive ground water pumping? water is No river water –Pahuj river Social conflicts arising from displacement of Yes No social conflicts are anticipated. communities? No Conflicts in abstraction of raw water for Yes No such conflict. Sufficient quantity of water supply with other beneficial water water in river is available for supply of uses for surface and ground waters? No water to this water supply system Unsatisfactory raw water supply (e.g. Yes Raw water will be treated properly in WTP excessive pathogens or mineral considering the characteristics of the constituents)? No water. Provision is made for regular water quality monitoring. Delivery of unsafe water to distribution Yes Proper care has been taken during system? design of the system. O&M manual will be No prepared , training will be given to the staffs operating the plant and to collect water sample time to time and to analyze the same to ensure the quality of the supplied water Inadequate protection of intake works or Yes Location of intake is selected to avoid the wells, leading to pollution of water supply? pollution. Adequate measures are No proposed for protection of intakes. Over pumping of ground water, leading to Yes No. Surface water is adopted as source salinization and ground subsidence? for the water supply scheme. No Excessive algal growth in storage Yes No possibility for algae growth. 24x7 reservoir? water supply is designed. No still water
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Screening Questions Yes/No Remarks No present in reservoirs. The storage reservoirs are covered from top and proper treatment like chlorination of water will not allow algal growth in the reservoirs. Increase in production of sewage beyond Yes No. Sewage volume will slightly increase capabilities of community facilities? but will not beyond the capabilities of the No community facilities. Inadequate disposal of sludge from water Yes No. Sludge will disposed off in designated treatment plants? landfill site. No Inadequate buffer zone around pumping Yes Proposed pumping stations are away and treatment plants to alleviate noise and from settlements and provided with other possible nuisances and protect No proper enclosures. facilities? Impairments associated with transmission Yes Impairments may be with access road but lines and access roads? it is and can be minimized taking No regulatory measures as per EMP. Temporary in nature. Health hazards arising from inadequate Yes Chlorine dosing will be done through design of facilities for receiving, storing, and chlorinator. MSIHC rules will be followed. handling of chlorine and other hazardous No chemicals. Health and safety hazards to workers from Yes Training will be given to worker on health the management of chlorine used for and safety aspects of application of disinfection and other contaminants? No chlorine for treatment of water. BIS code of safety concerning hazards relating to chlorine is followed Dislocation or involuntary resettlement of Yes No.WTP is proposed in government land people ,Water supply pipes will be layed along No the ROW on government land and not impacting any structure , so no issue of R&R. Social conflicts between construction Yes Priority will be given to local labour for job workers from other areas and community as suggested in EMP workers? No Noise and dust from construction activities? Yes Yes. During civil work noise and dust will be generated but it will be localized and No short-termin nature. Proper measure as suggested in EMP will minimize the
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Screening Questions Yes/No Remarks problem. Continuing soil erosion / silt runoff from Yes The proposed pipelines are underground construction operations? .so there is no chance of soil erosion No during operation. During laying of pipes trenched will be filled and compacted to resource original ground condition. Debris generated due to excavation will be disposed off in designated disposal site. Increased road traffic due to interference of Yes Construction will be managed as to allow construction activities? traffic to maintain through access. There No is no expected considerable increased in road traffic due to construction activities. Consultation with traffic police authority will be undertaken. Delivery of unsafe water due to poor O&M Yes Only disinfected water from the WTP will treatment processes (especially mud be supplied to the OHSR and to the accumulations in filters) and inadequate No distribution system. Training will be given chlorination due to lack of adequate to the staffs operating the plant and to monitoring of chlorine residuals in collect water sample time to time and to distribution systems? analyze the same to ensure the quality of the supplied water Delivery of water to distribution system, Yes Source of water for this subproject is which is corrosive due to inadequate treated water from WTP which is not attention to feeding of corrective chemicals? No corrosive in nature. Although DI and PVC pipes has been proposed as a precautionary measures. Accidental leakage of chlorine gas? Yes Chlorine dosing will be done with the help of chlorinators. Adequate measures will No be taken to prevent the exposure of workers to chlorine gas. Excessive abstraction of water affecting Yes No such impact is anticipated. downstream water users? No Competing uses of water? Yes No such competition is envisaged. Water demand has been calculated considering No all types of demand. Increased sewage flow due to increased Yes Sewage volume will be definitely water supply increased with the increase in water No supply at new area. During designing of new sewerage system.
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Screening Questions Yes/No Remarks Increased volume of sullage (wastewater Yes The scope of the present work does not from cooking and washing) and sludge from involve waste water treatment plant wastewater treatment plant No Large population influx during project Yes Construction of WTP, OHSR and laying of construction and operation that causes distribution and rising mains are not a big increased burden on social infrastructure No construction. Hardly 30-40 labourers will and services (such as water supply and be work during construction; therefore sanitation systems)? temporary burden to social infrastructure is anticipated. Risks to community health and safety due Yes No explosive will be used. Fuel and to the transport, storage, and use and/or chemicals will be stored as per storage disposal of materials such as explosives, No and import of hazardous chemical rules fuel and other chemicals during operation 1989 and safety norms and construction? Community safety risks due to both Yes Construction of WTP and OHSR are accidental and natural hazards, especially planned at open isolated vacant area where the structural elements or No therefore safety risk of community does components of the project are accessible to not arise. In case of pipe laying for members of the affected community or Distribution and rising community safety where their failure could result in injury to will be considered as per EMP All the community throughout project structural design will be as per standard construction, operation and design for earthquake hazard zone III. decommissioning?
Climate Change and Disaster Risk Yes No Remarks Questions The following questions are not for environmental categorization. They are included in this checklist to help identify potential climate and disaster risks. Is the Project area subject to hazards such as The area is under earthquake earthquakes, floods, landslides, tropical cyclone hazard zone (II).All structural winds, storm surges, tsunami or volcanic design will be eruptions and climate changes (see Appendix as per standard design for I)? earthquake hazard zone II. Could changes in temperature, precipitation, or No Previous data was analysed for extreme events patterns over the Project river flows and found to be lifespan affect technical or financial sustainable. Same trend is sustainability (e.g., changes in rainfall patterns envisaged. disrupt reliability of water supply; sea level rise creates salinity intrusion into proposed water supply source)?
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Are there any demographic or socio-economic No There is no vulnerable aspects of the Project area that are already Population in project area. vulnerable (e.g.,high incidence of marginalized populations, rural-urban migrants, illegal settlements, ethnic minorities, women or children)? Could the Project potentially increase the √ No climate or disaster vulnerability of the surrounding area (e.g., by using water from a vulnerable source that is relied upon by many user groups, or encouraging settlement in earthquake zones)?
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14 APPENDIX – CGWB REPORTS
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14.1 Appendix 1 – Ground Water Details – CGWB Report(2014-15)
Ala Da mp bo ur h Mi ho Ph na up hk ala n
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Ala Da mp bo ur h Mi ho Ph na up hk ala n
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Ala mp ur Mi Da ho bo Ph na h up hk ala n
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Ala mp ur Mi Da ho bo Ph na h up hk ala n
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Ala mp ur
Mi Da ho bo Ph na h up hk ala n
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Ala mp ur Mi Da ho bo Ph na h up hk ala n
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Mi Da ho bo Ph na h up hk ala n
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Ala Mi Da mp ho bo ur Ph na h up hk ala n
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Ph up hk ala
Ak od
Mihona
Daboh
Alampur
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15 APPENDIX – WATERSHED MANAGEMENT/RWH - PHUPHKALAN
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