SFG1692 V16 Draft Final Report ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN (ESMP) UMUDA ISINGWU/UMUAGU IBEKU GULLY EROSION COMPLEX IN UMUAHIA NORTH LOCAL GOVERNMENT OF ABIA STATE Abia State Nigeria Erosion and Watershed Management Project October, 2017 1 Table of Contents List of Plates ..................................................................................................................... 5 List of Tables .................................................................................................................... 6 EXECUTIVE SUMMARY ...................................................................................................... 8 LIST OF ACRONYMS ........................................................................................................ 14 1 CHAPTER ONE: INTRODUCTION ................................................................................ 14 1.1 Background ................................................................................................................. 17 1.1 Environmental and Social Safeguard Concerns ............................................................. 18 1.2 Purpose of the ESMP ................................................................................................... 19 1.3 Objectives of the Environmental and Social Management Plan ..................................... 19 1.4 Technical Approach and Methodology to the ESMP...................................................... 20 2 CHAPTER TWO: INSTITUTIONAL AND LEGAL FRAMEWORK FOR ENVIRONMENTAL MANAGEMENT............................................................................................................... 21 2.1 Introduction ................................................................................................................ 21 2.2 The Environmental and Social Management Framework (ESMF) for the NEWMAP ........ 21 2.3 Relevant Nigeria Acts and Legislations ......................................................................... 21 2.3.1 National Policy on Environment ................................................................................... 21 2.3.2 The Federal Ministry of Environment ........................................................................... 22 2.3.3 National Legal Instruments on the Environment .......................................................... 22 2.4 State Legislations ........................................................................................................ 23 2.5 World Bank Environmental and Social Safeguards ........................................................ 24 2.6 International Guidelines .............................................................................................. 26 2.7 Nigeria EIA Guidelines and World Bank EA Guidelines .................................................. 26 3 CHAPTER THREE: DESCRIPTION BIOPHYSICAL ENVIRONMENT OF THE STUDY AREA ... 28 3.1 Abia State ................................................................................................................... 28 3.1.1 2.1.1 Physical Environment of Abia State ..................................................................... 29 3.1.2 Physical Environment .................................................................................................... 30 3.2 Overview of Umuahia.................................................................................................. 30 3.3 Overview of the Project Area ....................................................................................... 30 3.4 Baseline Information ................................................................................................... 33 3.4.1 Physical Environment .................................................................................................... 33 3.4.2 Biological Environment ................................................................................................. 35 3.5 Objective and Scope of the Consultancy ....................................................................... 38 3.6 Rational for the ESMP ................................................................................................. 38 3.7 Specific Task................................................................................................................ 39 3.8 Technical Approach and Methodology to the Reconnaissance Exercise ......................... 40 3.8.1 Preliminary Site Visit/Scoping and Reconnaissance Exercise ....................................... 40 3.9 Impact Identification ................................................................................................... 41 3.9.1 Impact Identification and Assessment Tool .................................................................. 41 3.10 Environmental Baseline Survey .................................................................................... 42 3.11 Sampling Methodology ............................................................................................... 42 2 3.11.1 Soil Sample Collection ................................................................................................... 43 3.11.2 Water Sample Collection .............................................................................................. 44 3.11.3 Air Quality Sample Collection ....................................................................................... 44 3.11.4 Noise Level Measurement ............................................................................................ 45 3.12 Discussion on Findings from Soil Sample Analysis ......................................................... 46 3.13 Discussion of Results of Water Quality Analysis............................................................ 48 4 CHAPTER FOUR: SOCIO-ECONOMIC CHARACTERISTICS AND CONSULTATION WITH STAKEHOLDERS .............................................................................................................. 54 4.1 Introduction ................................................................................................................ 54 4.2 Methodology for the Socio-economic survey ............................................................... 54 4.3 Primary Data ............................................................................................................... 54 4.3.1 Gender Distribution of Respondents ............................................................................ 55 4.3.2 Age Distribution of Respondents .................................................................................. 55 4.3.3 Marital status of Respondents ...................................................................................... 56 4.3.4 Religious practice of Respondents ................................................................................ 57 4.3.5 Literacy Level and Educational Infrastructure .............................................................. 57 4.3.6 Water and Sanitation .................................................................................................... 58 4.3.7 Household Waste Disposal, Cooking Fuel and Electricity ............................................. 59 4.3.8 Average household size of Respondents ...................................................................... 60 4.3.9 Occupation .................................................................................................................... 61 4.3.10 Average Monthly Income status of Respondents ......................................................... 61 4.3.11 Infrastructural Development ........................................................................................ 62 4.3.12 Desirability of the Project ............................................................................................. 64 4.3.13 Health Status Survey ..................................................................................................... 64 4.3.14 Replacement Options.................................................................................................... 66 4.4 Stakeholders Consultation ........................................................................................... 66 4.5 Identification of Stakeholders ...................................................................................... 67 4.6 Identified Stakeholder Groups ..................................................................................... 67 4.7 Community Consultations ........................................................................................... 68 4.7.1 Objective of Community Consultation .......................................................................... 69 4.7.2 The Stakeholders Consulted and their Concerns .......................................................... 69 4.7.3 Summary of Meetings with Stakeholders ..................................................................... 69 4.8 Description of the Rehabilitation Project...................................................................... 71 4.9 Hydrological data design return period ........................................................................ 72 4.10 Geotechnical data and material property ..................................................................... 72 4.11 Proposed gully protection concept design .................................................................... 72 4.11.1 General Concept ........................................................................................................... 72 4.11.2 Bio-remediation (Vetiver grass and bamboo) ............................................................... 73 4.12 Project Options and Alternatives ................................................................................. 74 4.13 No Project Option ....................................................................................................... 74 4.14 Delayed Project Option ............................................................................................... 74 4.15 Do project Option........................................................................................................ 75 4.16 Gully Treatment Options ............................................................................................. 75 4.17 Alternative Technologies/Designs ................................................................................ 76 3 4.17.1 Option One: Rock Lined Chute ...................................................................................... 76 4.17.2 Option Two: Wood Drop Structure ............................................................................... 77 4.17.3 Option Three: Do Nothing Option................................................................................. 77 4.18 The Preferred Alternative ............................................................................................ 77 5 CHAPTER FIVE: ASSESSMENT OF POTENTIAL ADVERSE IMPACTS AND ANALYSIS OF ALTERNATIVES................................................................................................................ 78 5.1 Introduction ................................................................................................................ 78 5.2 Impact Identification and Evaluation ........................................................................... 78 5.2.1 Impact Identification ..................................................................................................... 78 5.2.2 Impact Qualification ...................................................................................................... 78 5.2.3 Impact Rating ................................................................................................................ 79 5.3 Summary of Associated and Potential Impacts Determination ...................................... 82 Identified Potential Impacts (by Project Phases) .......................................................... 84 5.4 Mitigation Measures for Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex......... 100 5.4.1 Selection of Mitigation Measures ............................................................................... 100 5.5 Risk and Danger Assessment/Management ............................................................... 101 5.5.1 Assessing risks at the start of a project....................................................................... 102 5.5.2 Assessing risks at the start of each phase ................................................................... 103 5.5.3 Managing the risks ...................................................................................................... 106 6 CHAPTER SIX: ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN ........................ 108 6.1 Overview .................................................................................................................. 108 6.2 Institutional Arrangement for ESMP and Monitoring Plan .......................................... 108 6.3 ESMP and Monitoring Budget .................................................................................... 142 6.4 Environmental and Social Management Monitoring Plan ........................................... 142 6.4.1 Waste Management Plan............................................................................................ 142 6.4.2 Recommended Measures for Waste Management .................................................... 143 6.5 Emergency Response and Incidence Management ..................................................... 144 6.6 Recommended Measures for Chance Find/Cultural Heritage Management ................. 145 6.7 Reasons for Failure in Gully Rehabilitation ................................................................. 145 6.7.1 Management of Rehabilitated Erosion Site ................................................................ 146 6.8 Grievance Redress mechanism .................................................................................. 147 6.9 Community Security, Health and Safety Management ................................................ 149 6.10 Stakeholders Engagement Plan .................................................................................. 151 6.11 Fundamentals of Stakeholder Engagement Approach ................................................. 151 6.12 Social Investment Plan .............................................................................................. 154 6.13 Project Coordination and Implementation Arrangements ........................................... 155 6.14 NEWMAP Institutional Arrangement ......................................................................... 155 6.15 Roles and Responsibilities ......................................................................................... 155 6.16 Federal Level Institutions........................................................................................... 156 6.16.1 Federal Ministry of Environment (FMEnv) .................................................................. 156 6.16.2 Department of Erosion, Flood and Costal Management ............................................ 156 6.16.3 Federal Ministry of Water Resources (FMWR) ........................................................... 157 6.16.4 Nigerian Hydrological Services Agency (NIHSA).......................................................... 157 6.16.5 Integrated Water Resources Commission .................................................................. 157 4 6.16.6 Federal Ministry of Works (FMW) .............................................................................. 157 6.16.7 Federal Ministry of Agriculture and Rural Development (FMARD) ............................ 157 6.16.8 National Environmental Standards and Regulatory Enforcement Agency (NESREA) . 157 6.17 State Level Institutions .............................................................................................. 159 6.17.1 Abia State Environmental Protection Agency (ASEPA) ............................................... 160 6.17.2 Abia State Ministry of Agriculture............................................................................... 160 6.17.3 Abia State Ministry of Works ...................................................................................... 160 6.17.4 Abia State Ministry of Land and Survey ...................................................................... 160 6.17.5 Abia State Ministry of Information ............................................................................. 160 6.17.6 Abia State Ministry of Youth Development ................................................................ 160 6.17.7 Abia State Ministry of Rural Development and Poverty Alleviation ........................... 160 6.17.8 State Project Management Unit (PMU) ...................................................................... 161 SPMU Safeguard Units ................................................................................................................ 161 6.18 Local Government Level Institutions .......................................................................... 162 6.18.1 Community Level and other Institutions .................................................................... 163 6.18.2 Community Based Organizations (CBO)...................................................................... 163 6.19 World Bank ............................................................................................................... 163 6.20 Consultants, Contractors and Site Engineers .............................................................. 163 6.21 Safeguards Manual.................................................................................................... 163 7 CHAPTER SEVEN: RECOMMENDATIONS .................................................................. 164 REFERENCES ................................................................................................................. 165 ANNEX ONE: ESMP TEMPLATE ...................................................................................... 166 ANNEX TWO: TERMS OF REFERENCE FOR THE PREPARATION OF AN ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN (ESMP) ............................................................................ 168 ANNEX THREE: SAMPLE SOCIO-ECONOMIC DATA COLLECTION FORM ........................... 176 ANNEX FOUR: LIST OF STAKEHOLDERS MET .................................................................. 181 ANNEX FIVE: LIST OF ENUMERATORS ............................................................................ 190 LIST OF PLATES PLATE 1 MAP OF ABIA STATE SHOWING THE PROJECT SITE ................................................................................ 28 PLATE 2 ELEVATION MAP OF THE PROJECT COMMUNITY ................................................................................... 29 PLATE 3 MAP SHOWING THE GULLY COMPLEX .................................................................................................... 31 PLATE 4 WATERSHED MAP OF THE COMMUNITY ................................................................................................ 32 PLATE 5: GEOLOGICAL MAP OF THE PROJECT AREA ............................................................................................ 35 PLATE 6 A SECTION OF THE GULLY WITH A THREATENED BUILDING ................................................................... 40 PLATE 7 A SECTION OF THE GULLY ....................................................................................................................... 40 PLATE 8 THE TEAM WITH SOME COMMUNITY MEMBERS DURING GROUND TROTHING ................................... 41 PLATE 9 THE CONSULTANT AND SPMU AT THE EZE'S PALACE FOR ADVOCACY VISIT .......................................... 41 PLATE 10: MAP SHOWING SAMPLE LOCATION POINTS ....................................................................................... 42 PLATE 11: PARTICLES SIZE GRADING OF THE SOILS .............................................................................................. 44 5 PLATE 12: AIR QUALITY SAMPLE READINGS ......................................................................................................... 44 PLATE 13: NOISE LEVEL READINGS ....................................................................................................................... 45 PLATE 14: RESULTS FOR SOIL PH, OC, N AND P .................................................................................................... 47 PLATE 15: RESULTS FOR SOIL CA, MG, NA, K AND ECM ....................................................................................... 48 PLATE 16: RESULTS FOR SOIL HEAVY METALS ...................................................................................................... 48 FIGURE 17: PH, CONDUCTIVITY, TDS, SALINITY AND TURBITY OF WATER SAMPLES ........................................... 50 FIGURE 18: CHLORINE, NITRATE, SULPHATE AND PHOSPHATE LEVELS OF WATER SAMPLES ............................. 50 FIGURE 19: CALCIUM, MAGNESIUM, SODIUM AND POTASSIUM LEVEL FOR WATER SAMPLES .......................... 51 FIGURE 20: TOTAL HARDNESS, DO, BOD AND COD LEVELS FOR WATER SAMPLES.............................................. 52 PLATE 21 SEX OF RESPONDENTS .......................................................................................................................... 55 PLATE 22 AGE OF RESPONDENTS ......................................................................................................................... 56 PLATE 23 MARITAL STATUS OF RESPONDENTS .................................................................................................... 56 PLATE 24 RELIGION OF RESPONDENTS ................................................................................................................. 57 PLATE 25 EDUCATIONAL LEVEL OF RESPONDENTS .............................................................................................. 57 PLATE 26 WATER SOURCE .................................................................................................................................... 58 PLATE 27 TYPE OF TOILET FACILITY ...................................................................................................................... 58 PLATE 28 METHOD OF REFUSE DISPOSAL ............................................................................................................ 59 PLATE 29 TYPE OF FUEL FOR COOKING ................................................................................................................ 59 PLATE 30 ELECTRICITY SOURCE ............................................................................................................................ 60 PLATE 31 RESPONDENTS FAMILY SIZE .................................................................................................................. 60 PLATE 32 MAIN OCCUPATION OF RESPONDENTS ................................................................................................ 61 PLATE 33 AVERAGE MONTHLY INCOME ............................................................................................................... 62 PLATE 34 ROADS WITHIN COMMUNITY ............................................................................................................... 63 PLATE 35 SCHOOLS WITHIN COMMUNITY ........................................................................................................... 63 PLATE 36 PERCEPTION ABOUT THE PROJECT ....................................................................................................... 64 PLATE 37 DISEASE CONDITIONS ........................................................................................................................... 65 PLATE 38 CONSULTATION MEETING AT THE PROJECT COMMUNITY ................................................................... 66 PLATE 39 ONE OF THE COMMUNITY MEMBERS MAKING A REMARK DURING THE CONSULTATION .................. 67 PLATE 40: GENERAL LAYOUT DESIGN OF CONTROL MEASURE, DYOKE, 2016 ..................................................... 73 PLATE 41: DESIGN PLAN FOR CHUTE AND STILLING BASIN, DYOKE, 2016 .......................................................... 74 PLATE 42 SCHEMATIC DIAGRAM OF A ROCK LINED CHUTE ................................................................................. 76 PLATE 43 SCHEMATIC DIAGRAM OF A WOOD DROP STRUCTURE ....................................................................... 77 PLATE 44: RISK ASSESSMENT PROCESS .............................................................................................................. 102 PLATE 45: RISK MATRIX ...................................................................................................................................... 102 LIST OF TABLES TABLE 1: MAJOR CROPS FOUND WITHIN THE PROJECT COMMUNITY ................................................................. 36 TABLE 4 SOIL, NOISE AND AIR QUALITY SAMPLE LOCATIONS .............................................................................. 42 TABLE 5 PARTICLES SIZE GRADING OF THE SOILS ................................................................................................. 43 TABLE 6 NOISE LEVELS AT DIFFERENT LOCATIONS AROUND THE GULLY ............................................................. 45 TABLE 7 PHYSIOCHEMICAL PROPERTIES OF SOILS ............................................................................................... 46 TABLE 8 PHYSIOCHEMICAL PROPERTIES OF WATER SOURCES ............................................................................. 48 TABLE 2: HEALTHCARE ASSESSMENT ................................................................................................................... 65 TABLE 3: IDENTIFIED STAKEHOLDER GROUPS ...................................................................................................... 67 TABLE 9: PROBABILITY OF OCCURRENCE .............................................................................................................. 79 TABLE 10: CONSEQUENCES OF IMPACT ............................................................................................................... 80 6 TABLE 11: RISK ASSESSMENT MATRIX .................................................................................................................. 80 TABLE 12: FREQUENCY RATING CRITERIA............................................................................................................. 81 TABLE 13: IMPORTANCE CRITERIA........................................................................................................................ 81 TABLE 14: PERCEPTION CRITERIA ......................................................................................................................... 82 TABLE 15: IMPACT VALUE AND RATING COLOUR CODE....................................................................................... 82 TABLE 16: SUMMARY OF BENEFICIAL AND ADVERSE IMPACTS ........................................................................... 83 TABLE 17 IDENTIFIED POTENTIAL IMPACTS AND RATING - PRE CONSTRUCTION PHASE ..................................... 94 TABLE 18 IDENTIFIED POTENTIAL IMPACTS AND RATING - CONSTRUCTION PHASE ............................................ 96 TABLE 19 IDENTIFIED POTENTIAL IMPACTS AND THEIR RATINGS - OPERATIONAL PHASE .................................. 99 TABLE 20: CRITERIA FOR SELECTION OF CONTROL MEASURES FOR A CONTINUOUS GULLY............................. 101 TABLE 21: RISK SEVERITY PRIORITIZATION TABLE .............................................................................................. 104 TABLE 22: IDENTIFIED RISK, RATINGS AND RESPONSE TO RISK ......................................................................... 104 TABLE 23 ESMP - PRE-CONSTRUCTION PHASE ................................................................................................... 109 TABLE 24 ESMP - CONSTRUCTION PHASE .......................................................................................................... 119 TABLE 25 ESMP - OPERATIONAL PHASE ............................................................................................................. 136 TABLE 26: SUMMARY OF ESMP AND MONITORING BUDGET ............................................................................ 142 TABLE 27: SAFEGUARD RESPONSIBILITIES FOR NEWMAP .................................................................................. 158 7 EXECUTIVE SUMMARY The Government of Nigeria is implementing the multi-sectoral Nigeria Erosion and Watershed Management Project (NEWMAP), financed by the World Bank, Global Environment Facility, the Special Climate Change Fund, and the Government of Nigeria. The Project Development Objective (PDO) of the NEWMAP is to improve erosion management and gully rehabilitation; increase incomes for rural households from improved agricultural and forest practices through the use of conservation agriculture, agroforestry, natural regeneration, etc.; and gain efficiency in public administration and public spending through improved knowledge base, analytical tools, multi-sectoral coordination and stakeholder dialogue. Various documents have been prepared in line with NEWMAP, and they include; Environmental and Social Management Framework (ESMF), Resettlement Policy Frameworks (RPF), Project Appraisal Document (PAD) prepared for the Nigerian Erosion and Watershed Management Project. This report focuses on the Environmental and Social management Plan (ESMP) developed for the Rehabilitation of the Umuda Isingwu/Umuagu Ibeku Gully Erosion Site, Umuahia North LGA of Abia State Nigeria. Objectives of the Environmental and Social Management Plan The objective of the ESMP is to develop procedures and plans to ensure that the mitigation measures will be implemented throughout the phases for the Rehabilitation of the Umuda Isingwu/Umuagu Ibeku Gully Erosion Site. It has also been prepared to ensure the effective long- term protection of the area and other biotic and abiotic components of the environment. Description of the study area Abia State is located in the south-eastern zone of Nigeria with a land mass of over 4902.24 sq. km. The state has a population of 2,845,380 (2006 Census). Abia state lies within the riverine part of Nigeria and shares boundaries with Anambra, Enugu, Ebonyi, Imo, Cross River, Akwa Ibom and Rivers states. The state consist of 17 Local Government Areas and they include; Aba North, Aba South, Arochukwu, Bende, Ikwuano, Isiala-Ngwa North, Isiala-Ngwa South, Isiukwuato, Obi Ngwa, Ohafia, Osisioma Ngwa, Ugwunagbo, Ukwa East, Ukwa West, Umuahia North, Umuahia South and Umu-Nneochi. The Umuda Isingwu/Umuagu Ibeku gully erosion complex lies between longitude 05o 32’ and 05o 34’ North, and latitude 07o 28’ and 07o 30’ East. The Umuda Isingwu/Umuagu Ibeku gully erosion complex consists of Umuagu main gully and its tributary Umuda/Okengwu gully, and Isingwu main gully. They are located in Umuagu Ibeku and Umuda Isingwu communities in Umuahia North local government area of Abia State. This site has three different gully heads at Umuagu, Umuda and Isingwu villages. The Umuagu and Umuda/Okengwu gullies empty into Iyi Doti (De Oti) stream while Isingwu gully empties into the Obohu stream. The confluence of Iyi Doti and Obohu streams is at Nchi Isingwu Umuda Amafor and retains the name Obohu as it flows downstream. Project Environment The climate of Umuahia North is characteristically of the Equatorial type found in South-Eastern Nigeria, essentially warm and humid. This is a resultant effect of its prevailing seasonal wind, nearness to the seacoast and the relatively flat topography of the environment. A humid Tropical Maritime (mT) from across the Atlantic Ocean in the south dominates the region in the longer wet season (April to October). A drier Tropical Continental (cT) air mass blowing from the northeast direction controls the climate and meteorology of the area during the dry season (November to March). 8 The climate is tropical with two distinct seasons, the rainy season and the dry season. The rainy season begins around the first of May and continues into September while the dry season runs from November to April. Rainfall reaches its highest monthly maximum of 300 – 400mm during the month of June through September and drops to 0.0-1.0mm in December and January. Social Baseline Environment The socio-economic assessment studies were aimed at examining the socioeconomic conditions of the people living around the project site in Umuda Isingwu and Umuagu Ibeku both in Umuahia North LGA of Abia State. This is to ensure that the potential impacts of the proposed rehabilitation project is captured and described while proffering solutions to possible negative impacts to human habitat, health and livelihoods. The specific objectives of the study include: a. Describe the existing status of the sub watershed and gullies; b. Identify the environmental and social issues/risks associated with the existing conditions; c. Select and measure appropriate baseline indicators (for example, m3/sec of runoff collected in the sub watershed during a heavy hour-long rainfall); d. Develop a plan for mitigating environmental and social risks associated with construction and operation in the gully in consultation with the relevant public and government agencies; Identify feasible and cost-effective measures that may reduce potentially significant adverse environmental and social impacts to acceptable levels; e. Develop a time-bound plan for mitigating environmental and social risks associated with the sub-watershed management in consultation with relevant public and government agencies; Identify feasible and cost effective measures that may reduce potentially significant adverse environmental and social impacts to acceptable levels; f. Identify monitoring objectives and specifies the type of monitoring, with linkages to the impacts assessed and the mitigation measures described above (as in a-e); g. Provide a specific description of institutional arrangements: the agencies responsible for carrying out the mitigation and monitoring measures (e.g. for operation, supervision, enforcement, monitoring of implementation, remedial action, financing reporting, and staff training) and the contractual arrangements for assuring the performance of each implementing agency; h. Define technical assistance programs that could strengthen environmental management capability in the agencies responsible for implementation; i. Provide an implementation schedule for measures that must be carried out as part of the project showing phasing and coordination with overall project implementation plans; and j. Provide the expected capital and recurrent cost estimates and sources of the funds for implementing the ESMP and inform accordingly the design consultants so that these costs are duly taken into consideration in the designs. A random sampling survey was carried out within the community. Questionnaires were administered to a total of 515 respondents. Project Description Proposed solution to ameliorate the erosion problem is proper management of prevailing flood flow path to the gully and subsequently control the gully using adequate drainage systems such as culverts, drains, chute channels and stilling basins, rip-rap resting on geotextile, then gabion check dams placed along the gully bed to slow down the flow velocity, etc. The principal components of the design works for the Erosion Complex are: 9  Umuagu Ibeku gully - Design option 2: Conduct runoff safely through the gully to safely discharge into Iyi Doti stream using drainage channels, chute spillways, stilling basins and outlet protection works; install check dams and retaining walls accompanied by earthworks and vegetation. Estimated total cost is N 240,456,720.00  Umuda Isingwu gully – Design option2: Conduct runoff safely through the gully to safely discharge into the main gully using drainage channels, chute spillways, stilling basins and outlet protection works; install check dams accompanied by earthworks and vegetation. The estimated total cost of this design alternative is N 41,995,987.50 Policy, Legal, Regulatory and Institutional Framework The section on Policy examined the various regulation and legal documents as it concerns Nigeria and Abia State. The World Bank Safeguards and other relevant International guidelines applicable to the sub-project intervention were also examined. The various institutional frameworks relevant to the NEWMAP were also evaluated in this section. The Rehabilitation Project is rated a World Bank Category B (equivalent to Category II in the Nigeria EIA Act) project in accordance with the Environmental Assessment Policy of the World Bank, which will focus on mitigation and Environmental planning measures. The identified World Bank safeguard policies triggered by the rehabilitation of the gully site include; Environmental Assessment (OP 4.01); Natural Habitats (OP 4. 04) and Physical and Cultural Resources (OP 4.11 and Pest Management Safeguard Policy OP 4.09. Summary of potential impacts for the Umuda Isingwu/Umuagu Ibeku Gully Erosion site S/N Positive Impacts Adverse Impacts 1 Rehabilitation of the erosion menace in the community Increase in fugitive dust emission during preconstruction and construction phases of the rehabilitation. 2 Repair of the watershed gullies Waste generation especially construction wastes. 3 Connection and restoration of access to houses and villages Possibility of seepage of fuel from already cut off by the erosion machineries and effluent discharge into the watershed, thus impacting on the water quality. 4 Provision of employment opportunities for both skilled and Site clearing will lead to loss of unskilled workers. species diversity and abundance, including soil organisms, fungi, invertebrates, and bacteria. 5 Improved agricultural productivity within the community and Noise and vibration from heavy-duty Abia state at large. project vehicles and equipment resulting in nuisance. 6 Community development programs. The frequency and incidence of occupational hazards may rise during construction activities. 7 Reintegration of community and diversification of sources of Loss of employment for labourers livelihood. after the completion of the rehabilitation works, 10 8 Reduction of mortality rate. 9 Promotion of afforestation programs (with all its benefits) 10 Minimization of flooding and control of overflow. 11 Reduced fear perception of loss of property, inhabitation and ancestral origins of the communities. 12 Control and Reduction of water body sedimentation rates due to erosion. 13 Reduction in mortality/morbidity from landslides. 14 Initiation/ kick-off of rapid production systems and agricultural practices. 15 Increase in social interactions 16 Improved livelihood enhancing activities 17 Gender Issues: Construction activities will encourage economic activities, especially for women. Since there would be a large workforce, petty traders and food-spots owners will benefit immensely from the demand on site. 18 Promotion of goodwill and community appreciation of the NEWMAP intervention in Abia State and Nigeria at large. This ESMP therefore will ensure that the adverse/negative impacts are reduced to the barest minimum while the beneficial impacts are enhanced. Project Alternatives Various alternatives to the planned rehabilitation of the Umuda Isingwu/Umuagu Ibeku Gully Erosion Site were evaluated. These include:  Do nothing approach  Rock lined chute  Wood drop structure  Vegetated overall structure Also several technological and design options were analyzed for the project. These include:  Rock lined chute  Wood drop structures The preferred alternative would be to implement the current project proposal, however with a combination of suitable alternatives to enable the project achieve its objectives. This is mainly based on cost benefit analysis as well as sustainability. 11 Environmental and Social Management Plan and Monitoring Plan Budget The ESMP included the various impacts discussed according to the respective phases during project implementation. The impacts have been described, as they will impact on the different environmental and social sensitivities. The mitigation measures, mitigation costs and institutional responsibilities were also highlighted in the ESMP matrix table. The total cost for Implementing the ESMP and Monitoring Plan for the Umuda Isingwu/Umuagu Ibeku Gully Erosion Site Rehabilitation Works is estimated at Forty One Million Nine Hundred and Sixty-Eight Thousand Naira Only (N60, 014, 240); that correspond to One Hundred and Four Thousand Nine Hundred and Twenty US. Dollars [USD150, 035.60]. The ESMP matrix for the implementation of the Rehabilitation works is highlighted from Table 25-27. NB: $1 = N400. Item Responsibility for Cost Breakdown Cost Estimate Cost implementation in Estimate and Monitoring Nigerian Naira in (N) Us Dollars (US$) Enhancement Contractor, SPMU, 41,968,000.00 104, 920.00 ofPositive impacts SMENV, ASEPA, and Mitigation of FRSC Negative impacts Management of ,SPMU SMENV, 5% of Mitigation 2,098,400 5,246.00 ESMP ASEPA Cost Implementation Monitoring, SMENV, ASEPA, 25%of Mitigation 10,496,000.00 26,230.00 Evaluation & Audit FERMA, SMW Cost SUB- TOTAL 136,396.00 Contingency 10% of Sub-Total 5,455,600.00 13,639.60 TOTAL 60,014,240.00 150,035.60 Institutional Arrangement for ESMP and Monitoring Plan It is envisaged that the environmental and social impacts and their designed enhancement and mitigation measures shall be monitored during implementation of the construction/rehabilitation works and operation phases. The roles and responsibilities for monitoring the environmental and social impacts and the implementation of the ESMP are as follows. Overall sub-project coordination will be housed in the State Project Management Unit (SPMU), of Abia State NEWMAP Office. They will oversee the day-day project management and ensure that environmental and socio-economic concerns and management as elucidated in the ESMP are integrated into all aspects of project implementation. The Federal Ministry of Environment (FMENV), The Abia State Ministry of Environment; herein referred to as State Ministry of 12 Environment (SMENV); National Environmental Standards Regulatory Enforcement Agency (NESREA) at the state level, and Abia State Environmental Protection Agency (ASEPA) will monitor, evaluate and audit the implementation of the ESMP to ensure that the rehabilitation works and project operations meet “best environmental practices�. The SPMU (i.e. ESO and M&E Officers) will also be engaged in monitoring at the state level while the FPMU M&E unit will oversee the M&E activities of the SPMU. Awareness creation exercises on HIV/AIDS, environmental protection and personal hygiene and sanitation shall also be undertaken for contactors personnel and all stakeholders involved in project implementation. Stakeholder Consultation The public consultation strategy for the ESMP activities evolved around the provision of a full opportunity for involvement for all stakeholders, especially the PAPs. Concerns raised by the stakeholders are documented and incorporated in this report and used to develop mitigation and/or enhancement measures. The stakeholders were informed of the visits through the existing communication line between the SPMU and the communities. The Community leaders through the use of town criers, church announcements and phone calls, informed the rest of the community of the proposed meetings. Consultation Method: A combination of various consultation methods were used to assess knowledge, perception and attitude of the groups consulted concerning the project, and its potential environmental and social impacts. An Advocacy Visit, Focal group meetings, Town hall meeting and Feedback meetings were conducted. The advocacy visit meeting was held on 5th April 2017 at the community and Town hall meeting was carried out on the 10th April 2017. In attendance were the President General of Umuda Development Association, Public Relation Officer of Umuda community, Chairmen of all villages affected by the project, Women and Youth Groups , Other Stakeholders are individuals who own properties that will be directly or indirectly affected by the project, Community Associations, Business Owners etc. At this general meeting, all the stakeholders and community members were given a general overview of the project, the component and information regarding the ESMP and other relevant information in the TOR. 13 LIST OF ACRONYMS AGO Automotive Gas Oil AIDS Acquired Immune Deficiency Syndrome ARAP Abbreviated Resettlement Action Plan ASEPA Abia State Environmental Protection Agency BOD Biochemical Oxygen Demand CASHES Community Affairs, Safety, Health, Environment and Security CBA Cost Benefit Analysis, CBO Community Based Organizations CDA Community Development Associations CDD Community Driven Development CO Carbon monoxide COD Chemical Oxygen Demand CPMC Community Project Management Committee CSO Civil Society Organizations DO Dissolved Oxygen EA Environmental Assessment EC Electrical conductivity EIA Environmental Impact Assessment ERIM Emergency Response and Incident Management ESA Environmental and Social Assessment ESIA Environmental and Social Impact Assessment ESMF Environmental and Social Management Framework ESMP Environmental and Social Management Plan ESO Environmental safeguards Officer FBO Fixed-Base Operator FMARD Federal Ministry of Agriculture and Rural Development FMW Federal Ministry of Works FEPA Federal Environmental Protection Agency FMENV Federal Ministry of Environment FMWR Federal Ministry of Water Resources FPMU Federal Project Management Unit FRSC Federal Road Safety Corps FSLC First School Leaving Certificate GDP Gross Domestic Product GEF Global Environment Facility 14 GHG Green House Gas GRC Grievance Redress Committee GRM Grievance Redress Mechanism GSM Global System for Mobile HAZCOM Hazard Communication Program HC Hydro Carbon HCF Health Care Facility HIV Human Immunodeficiency Virus IDA International Development Association IFR Interim Financial Reports ISO International Organization for Standardization IUCN International Union for Conservation of Nature and Natural Resources JHA Job Hazard Analysis LGA Local Government Area LGDO Local Government Desk Office LGRC Local Government Review Committee M&E Monitoring and Evaluation MDA Ministries, Departments and Agencies MSDS Material Safety Data Sheets NESREA National Environmental Standards and Regulations Enforcement Agency NEWMAP Nigeria Erosion and Watershed Management Project NGO Non-Governmental Organizations NIHSA Nigeria Hydrological Services Agency NIMET Nigerian Meteorological Agency OHRA Occupational Health Risk Assessment OHS Occupational Health and Safety OHSMPC Occupational Health and Safety Management Plans PAD Project Appraisal Document PAP Project Affected Person PDO Project Development Objective PHA Process Hazard Analysis PHC Primary healthcare PHCN Power Holding Company of Nigeria PHF Primary Healthcare Facility PIM Product Information Management PIU Project Implementation Unit PM Particulate Matter PMS Purified Motor Spirit 15 PPE Personal protective equipment RAP Resettlement Action Plan RFP Resettlement Policy Framework ROI Return on Investment RPF Resettlement Policy Framework SA Social Assessment SCCF Special Climate Change Fund SLM Sustainable Land Management SMEnv State Ministry of Environment SPMU State Project Management Unit SPSS Statistical Package for the Social Sciences STD Sexually Transmitted Disease STI Sexually transmitted infections TDS Total Dissolved Solid TOR Terms of Reference UV Ultraviolet VES Vehicle Exhaust Screening VET Vehicle Emission Testing WASSCE West African Senior School Examinations WHO World Health Organization WRPP Workers Respiratory Protection Program 16 1 CHAPTER ONE: INTRODUCTION 1.1 Background The ecological menace of erosion is a major disaster that continues to threaten landmass in Nigeria. Some of these erosion have resulted due to natural and human causes. Over 6,000km2 of land are affected by erosion and about 3,400km2 are highly exposed. In some areas of southern Nigeria, farmland degradation has caused yield reductions of between 30% and 90%, and as much as a 5% drag on agricultural GDP. Erosion has a devastating effect on many peoples’ lives and destroys infrastructure essential for economic development and poverty alleviation (NEWMAP ESMF, 2012). Gully erosion contributes to environmental problems and damage estimated at over $100 million annually (mostly in South-Eastern Nigeria) (NEWMAP PIM, 2013). It creates channels of various sizes through concentrated runoff on definite routes, which result in systematic removal of soil particles, including plant nutrients, from one location to another, and even in worse cases destruction of lives and properties. In view of this, the Government of Nigeria is implementing the multi-sectoral Nigeria Erosion and Watershed Management Project (NEWMAP), financed by the World Bank, Global Environment Facility, the Special Climate Change Fund, and the Government of Nigeria. The NEWMAP is aimed at reducing vulnerability to soil erosion in targeted sub- catchments. The project is currently being implemented in 19 states namely Cross River, Abia, Ebonyi, Imo, Enugu, Anambra, Edo, Gombe, Kogi, Kano, Katsina, Nasarawa, Akwa Ibom, Bauchi, Borno, Plateau, Delta, Oyo and Sokoto, states. The NEWMAP finances activities implemented by State and Federal Government. The Project Development Objective (PDO) of the NEWMAP is to improve erosion management and gully rehabilitation; increase incomes for rural households from improved agricultural and forest practices through the use of conservation agriculture, agroforestry, natural regeneration, etc.; and gain efficiency in public administration and public spending through improved knowledge base, analytical tools, multi-sectoral coordination and stakeholder dialogue. NEWMAP Components are divided into 4 viz; Component 1: Erosion and Catchment Management investment Sub-component 1A Gully Rapid Action and Slope Stabilization Sub-component 1B Integrated Catchment Management Sub-component 1C Adaptive Livelihoods Component 2: Erosion and Catchment Management Institutions and Information Services Sub-component 2A Federal MDA Effectiveness and Services Sub-component 2B State MDA Effectiveness and Services Sub-component 2C Local Government Capacity Sub-component 2D Private Sector Capacity Component 3: Climate Change Agenda Support Sub-component 3A Policy and Institutional Framework Sub-component 3B Low Carbon Development Component 4: Project Management This program is financed through an 8-year Strategic Investment Loan (SIL) of $508.59M, consisting of a $500M IDA concessional loan blended with GEF and SCCF grants totalling $8.59M. The Government of Nigeria’s contribution will amount to approximately $150M. This 17 contribution only reflects the costs currently directly attributable to Project activities but will also include the cost of liaison officers from each MDA which is yet to be reflected. The calculated amount comprises (i) a federal contribution both cash and in-kind of $83.34 for duties, taxes, staff and office costs and (ii) a cash and in-kind contribution by each state of approximately $6M (for each of 11 states totalling approximately $67M) for resettlement, staff and office costs and pre-feasibility designs of intervention sites. State contributions to project financing are an agreed 1.1 Environmental and Social Safeguard Concerns The environmental and social safeguards concerns for NEWMAP are addressed through two national instruments already prepared under the project: an Environmental and Social Management Framework (ESMF) and a Resettlement Policy Framework (RPF). 1. Environmental and Social Management Framework (ESMF): In general, the ESMF specifies the procedures to be used for preparing, approving and implementing a) Environmental/Social Assessments (ESAs, or alternately both an SA or an EA) and/or b) Environmental/Social Management Plans (ESMPs, or alternately both an EMP and SMP) for individual civil works packages developed for each project. ESMPs are essential elements for Category B projects. The ESMF will serve as a guide for the preparation of this ESMP for Umuda Isingwu/Umuagu Ibeku gully Erosion site since the World Bank OP/BP 4.01-Environmental Assessment is triggered as a result of the civil works. 2. Resettlement Policy Framework (RPF): The RPF applies when land acquisition leads to the temporary or permanent physical displacement of persons, and/or loss of shelter, and /or loss of livelihoods and/or loss, denial or restriction of access to economic resources due to project activities. It sets out the resettlement and compensation principles, organizational arrangements and design criteria to be applied to meet the needs of project-affected people, and specifies the contents of a Resettlement Action Plan (RAP) for each package of investments. A Resettlement Policy Framework (RPF), which serves as a practical tool during the programme formulation, design, implementation and monitoring, was prepared for NEWMAP, which serves as a guide for the present terms of reference. The activities of Component 1 will involve civil works in specific intervention sites – that is, construction of drainage works and/or rehabilitation of gullies. This could result in the acquisition of land or displacement of families, business or public infrastructure, thus triggering the World Bank OP/BP 4.12 – Involuntary Resettlement. Various documents have been prepared in line with the NEWMAP, and they include; Environmental and Social Management Framework (ESMF), Resettlement Policy Frameworks (RPF), Project Appraisal Document (PAD) prepared for the Nigerian Erosion and Watershed Management Project. This report focuses on the Environmental and Social Management Plan (ESMP) prepared for the Rehabilitation of the Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex in Umuahia North LGA of Abia State. The Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex consists of Umuagu main gully and its tributary Umuda/Okengwu gully, and Isingwu main gully. They are located in Umuagu Ibeku and Umuda Isingwu communities in Umuahia North local government area of Abia State. The NEWMAP intends to rehabilitate the gully erosion site and reduce longer-tern erosion vulnerability in the targeted areas. This activity will be employed through some civil works such as construction of infrastructure and stabilization of the gully. An engineering design report has 18 already been prepared for the Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex, which highlights on the detailed civil works that will be carried out. This ESMP study will therefore, aim to identify potential and significant adverse environmental and social impacts that will be associated with the rehabilitation and to propose means of minimizing and/or mitigating them to acceptable levels. 1.2 Purpose of the ESMP The Environmental and Social Management Plan (ESMP) is an instrument that details the measures to be taken during the implementation and operation of a project to eliminate or offset adverse environmental and social impacts or to reduce them to acceptable levels; and the actions needed to implement these measures. The ESMP is an integral part of Category “A� Environmental Assessments (EAs) (irrespective of other instruments used). EAs for Category “B� projects may also result in an ESMP. However, the impacts of the Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex rehabilitation project are considered to be mainly site specific. The project will concentrate mainly on the rehabilitation which will include the construction of a set of side drains, filling and compaction of fill to reclaim part of the gully head and its finger gully, construction of step-wise drop structure to dissipate a large part of the energy of flow, and re- vegetation of the gully site with local grass and trees within the distance of the gully and its finger. More on the project design is explained in Chapter 5 of this report. The civil works will be concentrated at the areas closest to the erosion site and will ensure negligible adverse impacts on livelihood. The adverse impacts will be largely reversible, indirect and short term. Considering the aforementioned, the project falls suitably into the World Bank’s category B; hence the most suitable safeguard instrument to address beneficial and adverse impacts is an Environmental and Social Management Plan (ESMP). The ESMP provides a set of procedures through which NEWMAP will develop and implement environmental, social, health, and safety management systems, programs, processes and procedures that will establish a foundation for sound mitigation of adverse impacts, enhancement of positive impacts, institutional responsibilities, indicative costs for mitigation and eventual monitoring of the ESMP. The ESMP outlines Abia State NEWMAP Project Management Unit’s corporate commitment to managing the project in a responsible, safe and sustainable manner whereby the protection of the environment, safety of people and social concerns take priority above all other business concerns. The ESMP will also ensure compliance with applicable environmental standards all through the life span of the project. The Bank will disclose the ESMP document publicly, in Nigeria and at the World Bank Info-shop before project appraisal. 1.3 Objectives of the Environmental and Social Management Plan The objective of the ESMP is to develop procedures and plans to ensure that the mitigation measures will be implemented throughout the phases for the Rehabilitation of the Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex. It has also been prepared to ensure the effective long-term protection of the area and other biotic and abiotic components of the environment. Specific objectives of this ESMP include the following:  To examine the project in terms of its major activities and identify the aspects associated with the project construction which generate environmental impacts, 19  Identify the environmental issues associated with the major activities,  Develop mitigation measures for the aspects identified as having adverse environmental impacts,  Incorporate environmental mitigation measures into activities and develop corrective actions and ensure monitoring.  Define the specific actions required, roles and responsibilities for these actions, and associated costs and,  Define a proposed institutional structure to govern the implementation of the ESMP and its monitoring. 1.4 Technical Approach and Methodology to the ESMP The consultant carried out a reconnaissance exercise first to get a visual understanding of the project area. Subsequently, a more detailed assessment was carried out which has been integrated in this report. The environmental and social sensitivities of the project area and its surrounding environs were ascertained. Advocacy Visits, Stakeholder/Public Consultations were also carried out. The Advocacy visit was done with the major identified Focal Group Leaders in the communities, which included (Traditional Rulers of communities, Members of the Town Union executive council, Women and Youth Group leader of the Communities, etc.). A more detailed Consultation with a greater number of people from the communities was carried out subsequently as well as a feedback meeting. Information garnered from the exercise including their concerns regarding the intervention is documented in Chapter 7 of this report. The methodology used in the conduct of the Environmental and Social Management Plan is based on guidelines as proposed by the following: Federal Government of Nigeria EIA Law and subsequent Federal Ministry of Environment standard procedure for conducting EIA/ESIA in Nigeria  Guidelines documented under the World Bank Environmental Assessment Operational Policies OP 4.01. The rehabilitation works will trigger some of the World Bank Safeguard Policies including Environmental Assessment OP 4.01; Natural Habitats OP 4.04; Physical and Cultural Resources OP 4.11 and Involuntary Resettlement OP 4.12 These guidelines collectively advise that Environmental and Social Management Plan studies are essential to examine the potential environmental and social threats and benefits (impacts) associated with rehabilitation works for the Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex. It is worthy to state at this point that the SPMU is not responsible for any property destroyed by the contractor outside the scope of the approved design 20 2 CHAPTER TWO: INSTITUTIONAL AND LEGAL FRAMEWORK FOR ENVIRONMENTAL MANAGEMENT 2.1 Introduction A number of national and international environmental guidelines are applicable to the operation of the NEWMAP. The policy and regulatory frameworks discussed in this section guided the preparation of this ESMP. 2.2 The Environmental and Social Management Framework (ESMF) for the NEWMAP The ESMF was prepared as a guide to set out the general terms to achieve health, safety, and environmental regulatory compliance objectives to comply with the World Bank Operational Policy (OP 4.01 – Environmental Assessment). This will focus on specific steps to be taken, policy, competence building, communication with the public, and monitoring. It shall identify the entity or entities responsible for carrying out the mitigating measures, any legal agreements required and a full budget for the capital and recurrent costs of mitigation. The ESMP shall also contain a monitoring plan indicating the responsible parties and the frequency of monitoring, key indicators. The preparation of this ESMP is consistent with the guidelines and recommendations of the ESMF of NEWMAP, which is also found to be in agreement with the guidelines of the World Bank OP 4.01. 2.3 Relevant Nigeria Acts and Legislations 2.3.1 National Policy on Environment Environmental consciousness and awareness regarding the adverse effects of development projects, including agricultural projects, resulted in the articulation of a national framework for environmental protection and national resources conservation. Decree No. 58 of 1988, as amended by Decree No. 59 of 1992, established the Federal Environmental Protection Agency (FEPA) as the main government structure for environmental matters in the country. The FEPA put in place the 1989 National Policy on the Environment, revised in 1995, with sustainable development as its goal. International agencies such as the World Bank, and other development partners usually set environmental criteria for projects they are involved in. The stated goal of the National Policy on the Environment is to achieve sustainable development in Nigeria, and in particular to:  Secure a quality of environment adequate for good health and well-being;  Conserve and use the environment and natural resources for the benefit of present and future generations;  Restore, maintain and enhance the ecosystem and ecological processes essential for the functioning of the biosphere to preserve biological diversity, and the principle of optimum sustainable yield in the use of living natural resources and ecosystems; 21  Raise public awareness and public understanding between the environment and development and encourage individual and community participation in environmental improvement efforts; and,  Cooperate in good faith with other countries, international organizations and agencies to achieve optimum use of trans-boundary natural resources and the prevention or abatement of trans-boundary environmental degradation. 2.3.2 The Federal Ministry of Environment The act establishing the Ministry places on it the responsibility of ensuring that all development and industry activity, operations and emissions are within the limits prescribed in the National Guidelines and Standards, and comply with relevant regulations for environmental pollution management in Nigeria as may be released by the Ministry. To fulfil this mandate a number of regulations/instruments are available (See section on National Legal Instruments on Environment), however for the main instruments in ensuring that environmental and social issues are mainstreamed into development projects is the Environmental Impact Assessment (EIA) Act No. 86 of 1992 See Annex 1. With this Act, the FMENV prohibits public and private sectors from embarking on major prospects or activities without due consideration, at early stages, of environmental and social impacts. The act makes an EIA mandatory for any development project, and prescribes the procedures for conducting and reporting EIA studies. As part of the effective utilization of the EIA tool, the Ministry has produced Sectoral guidelines detailing the necessary requirements of the EIA process from each Sector. One of these Sectoral Guidelines that apply to the proposed project is the ‘Sectoral Guidelines on Infrastructure Development.’ Procedurally, in Nigeria, it is worthy to note that before commencement of an EIA, the FMENV issues a letter of intent on notification by the proponent, approve the terms of reference, ensure public participation, review and mediate. The possible technical activities expected for a proposed project include screening, full or partial EIA Study, Review, Decision-making, Monitoring Auditing and Decommissioning/Remediation post-closure. 2.3.3 National Legal Instruments on the Environment Environmental Impact Assessment Act No. 86, 1992 (FMEnv) This Act provides the guidelines for activities of development projects for which EIA is mandatory in Nigeria. The Act also stipulates the minimum content of an EIA and is intended to inform and assist proponents in conducting EIA studies as well as a schedule of projects, which require mandatory EIAs. According to these guidelines:  Category I projects will require a full Environmental Impact Assessment (EIA).  Category II projects may require only a partial EIA, which will focus on mitigation and Environmental planning measures, unless the project is located near an environmentally sensitive area--in which case a full EIA is required. 22  Category III projects are considered to have “essentially beneficial impacts� on the environment, for which the Federal Ministry of the Environment will prepare an Environmental Impact Statement. Other National Legal Instruments on Environment  Federal Environmental Protection Agency (Amendment) Act No 59 of 1992  The National Guidelines and Standards for Environmental Pollution Control in Nigeria  The National Effluents Limitations. Regulation 1991  The National Environmental Policy (Pollution Abatement in Industries and  Facilities Generating Waste) Regulations 1991  The Management of Solid and Hazardous Wastes. Regulations 1991  National Guidelines on Environmental Management Systems (1999)  National Guidelines for Environmental Audit  National Policy on Flood and Erosion Control 2006 (FMEnv)  National Air Quality Standard Decree No. 59 of 1991  National Environmental Standards and Regulations Enforcement Agency Act 2007 (NESREA Act)  The Land Use Act of 2004, CAP L5.  Water Resource Management Act, 2009  The constitution of the Federal Republic of Nigeria 1999 2.4 State Legislations Some of the functions of the State Ministries of Environment include:  Liaising with the Federal Ministry of Environment, FMENV to achieve a healthy or better management of the environment via development of National Policy on Environment  Co-operating with FMENV and other National Directorates/Agencies in the performance of environmental functions including environmental education/awareness to the citizenry  Responsibility for monitoring waste management standards,  Responsibility for general environmental matters in the State, and  Monitoring the implementation of ESIA studies and other environmental studies for all development projects in the State. Some laws in the state include: Abia State Basic Environmental Law No. 1of 2004 amended in 2013 This law establishes the basic environmental sanitation practice (regulation and enforcement) in Abia State. The law spells out the Abia State Environmental Protection Agency (ASEPA) as a parastatal under the Office of the Governor, Government House Abia state, the individuals who shall by appointment (by the Governor) see to its management, the agency as an authorization, permission, registration and approval granting body as regards sitting of base stations and any other associated operations as well as penalties for any who contravenes the provisions of the same law which upholds basic environmental sanitation practice in Abia State. Abia State Policy on Environment (2010) This policy emphasizes state government efforts to sustainable management of the Abia environment with regards to Erosion control. The state government commits to:  Seek the intervention of the Federal Government of Nigeria and relevant partner agencies in the control of Erosion, to compliment the effort of the state.  Sensitize communities on erosion control efforts. 23  Procure necessary refuse disposal equipment like trucks, pay loaders, giant bins etc.  Involve households, communities, local governments and states in the joint clearance of drainages.  Sensitization of households on waste disposal practices and management.  Sponsor relevant environmental bills to the state assembly for enactment.  Involve LGAs, communities, and civil society organizations (CSOs) in the enforcement of environmental laws.  Embark on aggressive afforestation programmes involving LGAs, communities and civil society organizations (CSOs) in the state. Abia State Flood and Erosion Control and Soil Conservation (2010) This policy is to promote sustainable land use management by minimizing soil erosion and flooding hazards; achieving this through reducing soil exposure to rainstorms; reduction of surface run-offs and paved surfaces and restoration of degraded land mass. Abia State Flood Control and Water Conservation (2010) This policy is to forecast, prevent, monitor and manage flooding. Optimal utilization of floodwater for agricultural and other purposes as well as management of floodplains. Abia Riverine Area Management Policy (2010) This policy is to minimize riverine erosion and other forms of riverine degradation such as riverbank failures, landslides and alluvial deposits. Abia State Watershed Management Policy (2010) This policy enables the commencement of co-ordinated/holistic/integrated management of natural resources: Land, water, vegetation, etc. on a watershed basis to ensure resource conservation through the minimization of land and soil degradation and maintenance of water quality and yield for environmental sustainability. Abia State Flood and Erosion Control Management Support System (2010) This policy aims at supporting a reliable up-to-date database and integrated management system as tools to support all erosion and control programs. Abia State Basic Environmental Law No. 1 of 2004 amended in 2013 This law focuses on the regulation and enforcement of Environmental Sanitation Practice in the state. It also spells out ASEPA as a parastatal under the office of the governor. 2.5 World Bank Environmental and Social Safeguards The World Bank has in place a number of operational and safeguards policies, which aim to prevent and mitigate undue harm to people and their environment in any development initiative involving the Bank. The Nigerian EIA Act and the World Bank safeguard policies are similar; designed to help ensure that projects proposed for Bank financing are environmentally and socially sustainable, and thus improve decision-making. The Bank has twelve safeguards policies, however, this section focuses on the World Bank Environmental and Social Safeguard Policies applicable for to this sub-project. Environmental Assessment (EA) (OP/BP 4.01) Environmental Assessment is used in the World Bank to identify, avoid, and mitigate the potential negative environmental and social impacts associated with Bank’s lending operations early on in 24 the project cycle. In World Bank operations, the purpose of Environmental Assessment is to improve decision making, to ensure that project options under consideration are sound and sustainable, and that potentially affected people have been properly consulted and their concerns addressed. This policy is triggered if a project is likely to have potential adverse environmental and social risks and impacts in its area of influence. The EA has various tools that can be used, including amongst others Environmental & Social Impact Assessment (ESIA) or Environmental and Social Management Plan (ESMP). Natural Habitats (OP/BP 4.04) Any project or sub-project with the potential to cause significant conversion (loss) or degradation of natural habitats, whether directly (through construction) or indirectly (through human activities induced by the project). Forests (OP 4.36) This operational policy aims to reduce deforestation, enhance the environmental contribution of forested areas, promote afforestation, reduce poverty, and encourage economic development. The policy recognizes the role forests play in poverty alleviation, economic development, and for providing local as well as global environmental services. Success in establishing sustainable forest conservation and management practices depends not only on changing the behaviour of all critical stakeholders, but also on a wide range of partnerships to accomplish what no country, government agency, donor, or interest group can do alone. This policy applies to the following types of Bank financed investment projects: a) Projects that have or may have impacts on the health and quality of forests; b) Projects that affect the rights and welfare of people and their level of dependence upon or interaction with forests; c) Projects that aim to bring about changes in the management, protection, or utilization of natural forests or plantations, whether they are publicly, privately, or communally owned. Involuntary Resettlement (OP/BP 4.12) This policy can be triggered if the project will involve involuntary taking of land and involuntary restrictions of access to property, protected areas, etc. The policy aims to avoid involuntary resettlement to the extent feasible, or to minimize and mitigate its adverse social and economic impacts. It promotes participation of displaced people in resettlement planning and implementation. The main objective of this policy is to assist displaced persons in their efforts to improve or at least restore their incomes and standards of living after displacement. The policy prescribes compensation and other resettlement measures to achieve its objectives and requires that borrowers prepare adequate resettlement planning instruments prior to Bank appraisal of proposed projects. Physical Cultural Heritage OP 4.11 This policy is to assist countries to avoid or mitigate adverse impacts of development projects on physical cultural resources. For purposes of this policy, “physical cultural resources� are defined as movable or immovable objects, sites, structures, groups of structures, natural features and landscapes that have archaeological, paleontological, historical, architectural, religious, aesthetic, or other cultural significance. Physical cultural resources may be located in urban or 25 rural settings, and may be above ground, underground, or underwater. The cultural interest may be at the local, provincial or national level, or within the international community. 2.6 International Guidelines International Development Partners/Agencies such as World Bank and other financial organizations interested in development projects recognize this highly especially in development that result in involuntary resettlement. It is against this background that policies and guidelines have been set for managing such issues. Nigeria is signatory to some international agreements and Protocols concerning the environment. Those identified and stated in the ESMF developed for NEWMAP include:  International Union for Conservation of Nature and Natural Resources (IUCN) Guidelines  Convention of Biological Diversity  Convention Concerning the Protection of the World Cultural and National Heritage Sites (World Heritage Convention)  United Nations Framework Convention on Climate Change (1992) The World Bank’s policies on Environmental Assessment will be applied in any sub-project of the NEWMAP that may impact on the integrity of the environment. Where there is conflict between national legislation and World Bank Operational Policies, the latter policies shall prevail. 2.7 Nigeria EIA Guidelines and World Bank EA Guidelines The Environmental Impact Assessment Act No. 86 (Decree No. 86) of 1992 requires that developmental projects be screened for their potential impact. Guidelines issued in 1995 by the former Federal Environmental Protection Agency (FEPA) direct the screening process. According to these guidelines: Category I projects will require a full Environmental Impact Assessment (EIA). Category II projects may require only a partial EIA, which will focus on mitigation and Environmental planning measures, unless the project is located near an environmentally sensitive area--in which case a full EIA is required. Category III projects are considered to have “essentially beneficial impacts� on the environment, for which the Federal Ministry of the Environment will prepare an Environmental Impact Statement. With regard to environmental assessment, the Bank has also categorized projects based on the type of EA required, namely: Category A - projects are those whose impacts are sensitive, diverse, unprecedented, felt beyond the immediate project environment and are potentially irreversible over the long term. Such projects require full EA. Category B - projects involve site specific and immediate project environment interactions, do not significantly affect human populations, do not significantly alter natural systems and resources, do not consume much natural resources (e.g., ground water) and have adverse impacts that are not sensitive, diverse, unprecedented and are mostly reversible. Category B projects will require partial EA, and Environmental and Social Management Plans. Category C - Projects are mostly benign and are likely to have minimal or no adverse environmental impacts. Beyond screening, no further EA action is required for a Category C project, although some may require environmental and social action plans. 26 Category FI - A proposed project is classified as Category FI if it involves investment of Bank funds through a financial intermediary, in subprojects that may result in adverse environmental impacts. This World Bank categorization (A, B, & C) corresponds in principle with the Nigeria EIA requirements of Category I, II and III, which in actual practice is done with regard to the level of impacts associated with a given project. However, in the event of divergence between the two, the World Bank safeguard policy shall take precedence over Nigeria EA laws, guidelines and or standards. Thus for this ESMP, the Nigeria’s EIA requirements and World Bank operational procedures were harmonized as far as possible, hence it is made responsive to the objectives of good practice. It is especially made responsive with regard to the followings:  Early consideration of environmental and social issues;  Identification and early consultation with stakeholders;  Prevention of adverse impacts through the consideration of feasible alternatives; and  Incorporation of mitigation measures into planning and (engineering) design. The World Bank provides a number of operational and safeguard policies, which aim to prevent and mitigate undue harm to people and their environment in any development initiative involving the Bank. The Nigerian EIA Act and the World Bank safeguard policies are similar. OP.4.01 and Nigerian EIA Act are also similar. World Bank EA Screening Category A is similar to Nigerian EIA Act category I, World Bank EA Category B is equivalent to Nigeria EIA Act Category II, World Bank EA Category C is equivalent Nigeria EIA Act Category III. However in the event of divergence between World Bank safeguard policies and the Existing Environmental laws in Nigeria the more stringent requirement will take precedence. 27 3 CHAPTER THREE: DESCRIPTION BIOPHYSICAL ENVIRONMENT OF THE STUDY AREA 3.1 Abia State Abia State is located in the south-eastern zone of Nigeria with a land mass of over 4902.24 sq. km. The state has a population of 2,845,380 (2006 Census). Abia state lies within the riverine part of Nigeria and shares boundaries with Anambra, Enugu, Ebonyi, Imo, Cross River, Akwa Ibom and Rivers states. The state consist of 17 Local Government Areas and they include; Aba North, Aba South, Arochukwu, Bende, Ikwuano, Isiala-Ngwa North, Isiala-Ngwa South, Isiukwuato, Obi Ngwa, Ohafia, Osisioma Ngwa, Ugwunagbo, Ukwa East, Ukwa West, Umuahia North, Umuahia South and Umu-Nneochi. The Umuda Isingwu/Umuagu Ibeku gully erosion complex lies between longitude 05o 32’ and 05o 34’ North, and latitude 07o 28’ and 07o 30’ East. The Umuda Isingwu/Umuagu Ibeku gully erosion complex consists of Umuagu main gully and its tributary Umuda/Okengwu gully, and Isingwu main gully. They are located in Umuagu Ibeku and Umuda Isingwu communities in Umuahia North local government area of Abia State. This site has three different gully heads at Umuagu, Umuda and Isingwu villages. The Umuagu and Umuda/Okengwu gullies empty into Iyi Doti (De Oti) stream while Isingwu gully empties into the Obohu stream. The confluence of Iyi Doti and Obohu streams is at Nchi Isingwu Umuda Amafor and retains the name Obohu as it flows downstream. Plate 1 Map of Abia State showing the Project site 28 3.1.1 2.1.1 Physical Environment of Abia State Geology Abia state has two principal geological formations in the state namely Bende-Ameki and the Coastal Plain Sands otherwise known as Benin Formation. The Bende-Ameki Formation of Eocene to Oligocene age consists of medium–coarse-grained white sand stones. The late Tetiary- Early Quaternary Benin Formation is the most predominant and completely overlies the Bende Ameki Formation with a southwestward dip. The Formation is about 200m thick. The lithology is unconsolidated fine-medium-coarse-grained cross-bedded sands occasionally pebbly with localized clay and shale. The two principal geological Formations have a comparative groundwater regime. They both have reliable groundwater that can sustain regional borehole production. The Bende-Ameki Formation has less groundwater when compared to the Benin Formation. The numerous lenticular sand bodies within the Bende- Ameki Formation are not extensive and constitute minor aquifer with narrow zones of sub-artesian condition. Specific capacities are in the range of 3 - 6 m3/hr. On the other hand, the high permeability of Benin Formation, the overlying lateritic earth, and the weathered top of this Formation as well as the underlying clay shale member of Bende-Ameki series provide the hydrogeological condition favouring the aquifer formation in the area. Landforms and Drainage The topography of Abia State dominated by flat and low-lying land, generally less than 120m above sea level. The low-lying plain is the inland extension of the coastal plain from the Bight of Benin. The central part of the state is characterized by undulating land with many hills. The highland areas are part of the Enugu - Nsukka - Okigwe cuesta. This area has an average height of between 120m and 180m above sea level. From Okigwe (Imo State), this escarpment extends in a west-east direction and, on getting to Afikpo (Ebonyi State), veers southeastwards to Arochukwu where it terminates. The principal rivers in Abia State are the Imo River and its tributary; the Aba River. Imo River originates from the northwestern part of the state and flows southwest through Abia and Imo states towards the Atlantic Ocean passing through the southern parts of Ukwa-West and Ukwa- East local government areas. Other important rivers include lgwu, Azumiri, Blue River an AKWA lbo River. 29 Plate 2 Elevation Map of the Project Community 3.1.2 Physical Environment Soils The soils of Abia State fall within the broad group of ferrallitic soils of the coastal plain sand and escarpment. Other soil types include alluvial soils found along the low terrace of the Cross River and other rivers. The soils are not particularly fertile and are prone to leaching due to the heavy rainfall experience in the region. This leads further to sheet and gully erosion. Mineral Resources Abia State falls under the Niger-Delta state in Nigeria, thus the state is an oil producing state. Other minerals found in the state includes lead, iron ore, gypsum, limestone, kaolin, laterite, zinc and copper. Ecological Issues Abia state is prone to flooding and erosion, which can be attributed to the soil types found in the areas, the low-lying topography, increased rainfalls and poor sanitation, credited to behavioural practices of the people. In place like Aba, drainages are not maintained properly as such, roads are heavily flooded after the rains. 3.2 Overview of Umuahia Umuahia comprises of two local government areas; Umuahia North and Umuahia South. These local governments are also composed of clans such as the Umuopara, Ibeku, Olokoro, Ubakala and Ohuhu communities. The Project area, Amuzukwu village falls under Umuahia North LGA. Umuahia is the administrative headquarters of Abia State. Major occupation of the people includes civil Servants, trading and farming. There are several institutions in Umuahia and they include, Government College, Umuahia, National Root Crops Research Institute – Umudike as well as Trinity College (theological). Similar to other areas in the southeast, Umuahia experiences some ecological menace such as flooding and erosion. Extensive forest clearing, often by bush burning, and continuous cropping with little or no replenishment of soil nutrients, resulted in the disruption of the ecological equilibrium of the natural forest ecosystem. Many of the gullies are at the head streams of the rivers that flow down the cuestas. The head streams carve their valleys deep into the deeply weathered red earth; developing dendritic patterns of gullies. 3.3 Overview of the Project Area Umuda Isingwu/Umuagu Ibeku are located in Umuagu Ibeku and Umuda Isingwu communities in Umuahia North local government area of Abia State. The Umuda Isingwu/Umuagu Ibeku gully erosion complex lies between longitude 05o 32’ and 05o 34’ North, and latitude 07o 28’ and 07o 30’ East. The Umuda Isingwu/Umuagu Ibeku gully erosion complex consists of Umuagu main gully and its tributary Umuda/Okengwu gully, and Isingwu main gully. This site has three different gully heads at Umuagu, Umuda and Isingwu villages. The Umuagu and Umuda/Okengwu gullies empty into Iyi Doti (De Oti) stream while Isingwu gully empties into the Obohu stream. The confluence of Iyi Doti and Obohu streams is at Nchi Isingwu Umuda Amafor and retains the name Obohu as it flows downstream. 30 Plate 3 Map showing the Gully Complex a. Umuagu Gully Erosion Site The gully may have started as a result of runoff from a collection of reinforced concrete drains on both sides of an asphalt paved road that stopped at a culvert and those from an earth road with concrete lined drain on one side. The 2.4 x 1.0 m culvert is located at the intersection of the asphalt road and the earth road leading to the house of the Pastor of Behold He Cometh Pentecostal Church and Theological Seminary, Umuagu, about 200m upstream of the gully head. Runoff from the three stretches of drains pass through the culvert and flow partly over farmland before encountering a sudden steep slope. The result is undercutting and the development of the gully head and subsequently the development of the Umuagu gully which is threatening the community primary school buildings. Other major cause of the gully includes additional runoff from the side of the earth road without drain, as the alignment of the earth road follows the route of the runoff that terminated at the gully head. The shape of the gully is trapezoidal and it has an estimated bottom width of 2m - 4m, top width of 30m – 40m and depth of 30m – 35m. The soil formation as observed is predominantly sandy soil and easily erodible. The distance from the gully head to Iyi Doti is about 850m. b. Umuda Isingwu Gully Erosion Site The gully may have been caused by poor and inadequate construction of drainage structures on the Umuda – Isingwu road that branched off from the Umuahia – Uzuakoli road. Runoff from 31 600mm wide by 600mm deep reinforced concrete rectangular drains on both sides of the road is drained by a 600mm diameter reinforced concrete pipe culvert along Umuda – Isingwu road close to Chief Friday Okengwu’s compound. The discharge from the culvert flows directly over open farm land without any protective measures. c. Isingwu Gully Erosion Site The Isingwu gully may have been caused by the abrupt termination of the short length of reinforced concrete roadside drainage channel which led to the development of the gully head and subsequently expansion as gully fingers of different sizes, as one moved downwards along the earth road, over a steep slope towards the Obuhu stream. The gully has cut the road surface in many sections preventing the people of Isingwu from going to Obuhu to fetch water for domestic use and from communicating with the communities across the stream. Other major cause of the gully is the steep slope topography of the site and collection of runoff from the higher elevation paved roads and residences flowing over the abandoned earth road and drains. Plate 4 Watershed Map of the Community The gully has various shapes and is still active and has its outlet at Obuhu stream, a distance of about 950m. A section of the gullied road is currently being used as dumping ground for solid waste. Except for vegetation that covered the area on its own, no past efforts have been made to check the propagation of the gullies; rather another road alignment that avoided the gullied sections was set out and graded leading to Obuhu stream. Members of the community have carried out some palliative measure by the use bamboo) to mitigate the impact of the gully at different sections. This gully if not checked will result to a major disaster in the communities. The NEWMAP intends to rehabilitate the erosion gully site and reduce longer-tern erosion vulnerability in the targeted areas. This activity will be employed through some civil works such as construction of infrastructure and stabilization of the gully. An engineering design report has 32 already been prepared for the erosion gully intervention, which highlights the detailed civil works that will be carried out. The rehabilitation works will trigger some of the World Bank Safeguard Policies including Environmental Assessment OP 4.01; Natural Habitats OP 4.04; Physical and Cultural Resources OP 4.11 and Involuntary Resettlement OP 4.12. 3.4 Baseline Information This section gives a general description of the Physical, biological and socio-economic environment of the project area. 3.4.1 Physical Environment Climate The climate is characteristically of the Equatorial type found in South-Eastern Nigeria, essentially warm and humid. This is a resultant effect of its prevailing seasonal wind, nearness to the sea coast and the relatively flat topography of the environment. A humid Tropical Maritime (mT) from across the Atlantic Ocean in the south dominates the region in the longer wet season (April to October). A drier Tropical Continental (cT) air mass blowing from the northeast direction controls the climate and meteorology of the area during the dry season (November to March). Around December, it culminates into a very hungry (i.e. dry) and foggy harmattan wind as it blows right from across the continental region of the West African sub-region. Most of the original Rain forest in the project community has been lost due to clearing for farming and human settlement. Temperature Air temperature has seasonal and diurnal variations. On the average, the ambient maximum air temperature in the area varies from 28.00C to 37.50C while the minimum temperature varies from about 220C to 270C. Lowest values are recorded in the month of July through August. This coincides with the peak of the rainy season. The diurnal range is kept at a low 4 0C. The temperature of the area is influenced primarily by the apparent movement of the sun, wind direction and speed as well as land configuration (NIMET). Rainfall The climate is tropical with two distinct seasons, the rainy season and the dry season. The rainy season begins around the first of May and continues into September while the dry season runs from November to April. Rainfall reaches its highest monthly maximum of 300 – 400mm during the month of June through September and drops to 0.0-1.0mm in December and January. During the rainy season, a marked interruption in the rains occurs during August, resulting in a short dry season often referred to as the “August break�, though for years now this has not been consistent in August due to climate change. The dry season is characterized by the cold dry “Harmattan� from the Sahara Desert. During this period, which begins in November and runs through January a dry and dust laden wind blows from the Sahara Desert. This sometimes makes the hills obscure due to the poor visibility. The sun is also obscured during this period by the prevailing dust haze. 33 Relative humidity Relative humidity is high both day and night. It is greater than 85% at night, above 81% in the mornings and between 60% and 75% in the evenings. Generally the drier months (December to February) have lower values. Wind Speed Wind speed is generally low and usually less than 3 m/s under calm conditions most of the year. Relatively higher wind speeds may occur mainly in the afternoons inducing convective activities and creating diffusion characteristics. Incidences of these are often associated with thunder and lightning especially during changing seasons. Atmospheric disturbances such as line squalls and disturbance lines often induce the variability that results in speeds higher than 5 m/s. Such increases characterize the beginning of rainy season (March-April) and end of heavy rains (September-October), during which storms are more frequent. The harmattan season (December to February) can give rise to occasional high wind regimes. Wind Direction Wind directions are quite variable over the region. Data shows that about 60% of the winds are south-westerlies and westerlies during the day in the wet season (NIMET). Southerlies, south easterlies and south westerlies prevail more in the night during the period. This implies that directions are usually more variable in the nights than in the mornings. The winds are mostly northerlies, north easterlies and north westerlies in the dry season particularly in the mornings. They are more of southerlies, south easterlies and/or westerlies during the evenings, indicating the fairly strong influences of the adjoining maritime oceanic air masses, contrasting land and sea breezes as well as appreciable degree of differential heating of the two surfaces. Geology Abia state has two principal geological formations in the state namely Bende-Ameki and the Coastal Plain Sands otherwise known as Benin Formation. The Bende-Ameki Formation of Eocene to Oligocene age consists of medium–coarse-grained white sand stones. The late Tetiary- Early Quaternary Benin Formation is the most predominant and completely overlies the Bende Ameki Formation with a southwestward dip. The Formation is about 200m thick. The lithology is unconsolidated fine-medium-coarse-grained cross-bedded sands occasionally pebbly with localized clay and shale. The two principal geological Formations have a comparative groundwater regime. They both have reliable groundwater that can sustain regional borehole production. The Bende-Ameki Formation has less groundwater when compared to the Benin Formation. The numerous lenticular sand bodies within the Bende- Ameki Formation are not extensive and constitute minor aquifer with narrow zones of sub-artesian condition. Specific capacities are in the range of 3 - 6 m3/hr. On the other hand, the high permeability of Benin Formation, the overlying lateritic earth, and the weathered top of this Formation as well as the underlying clay shale member of Bende-Ameki series provide the hydrogeological condition favouring the aquifer formation in the area. 34 Plate 5: Geological map of the project area 3.4.2 Biological Environment Flora The project area belongs to the tropical rain forest belt covering a zone of unconsolidated sedimentary rock and soil structures easily prone to massive sheet and gully erosion. Until quite recently, the dominant features of the local vegetation were such deciduous plant species as the oil bean tree, the silk-cotton and the Iroko timber trees, the oil palms and the raffia palms, and the coconut trees. However, population pressure drastically reducing land space for farming and forest cover has caused the decimation of most plant species generally, not least these dominant ones. The vegetation types encountered within the Study Area are as follows: - Areas of fallow bush of varying ages - Fields used for rotational subsistence farming - Degraded secondary rainforest as well as statutory and communal forests 35 Economic trees found within the community include avocado pear, oranges, mangos, guava, pawpaw, plaintain, banana coconut, kola nut, raphire palms, palen trees, local pear, mahogany, Melina etc. Also some cash crops include mainly Cassava, yams cocoyam, maize, pepper, sweet potatoes, melon, pumkin, and okra.The table below gives some of these major crops found within the project area Table 1: Major crops found within the project community S/NO COMMON NAME BOTANICAL NAME 1. Maize /corn Zeamays 2. Cassava Manihot esculenta 3. Banana Musa sapientum 4. Water leaf Talinum triangulare 5. Okro Abelmoschusesculentus 6. Pineapple Ananascomosus 7. Guava Psidiumguajava 8. Cocoyam Colocasiaesculenta 9. Pumpkin Cocurbitapepo 10. Melon Citrullusvulgaris 11. Pepper (small) Capsicumannuum 12. Mango Magniferaindica 13. Pawpaw Caricapapaya 14. Bitter leaf Vernoniaamygdalina 15 Oil Palm Elaeisguineensis 16 Mango Mangiferaindica 17 Avocado Pear Perseaamericana 18 Plantain Musaparadisiaca 19 Coconut Cocosnucifera Fauna An intensive interview was held with the project beneficiaries and also an in depth forest survey was also conducted as well as focus group discussion with some hunters, elders, women farmers and the young people. Some wildlife found in the project area include Antelope, rabbit, mgbada, 36 wild pigs, glasscutters, Guinea fowls, (ogazi), etc. Most of these have long been chased out by ever-growing human activity on a much limited land space. Furthermore, Sheep, goats, chicken, turkey, pigs, dogs, cats were some of the livestock sited within the project area. Demographics The study intends to identify and document the demographic data of the project communities such as population, literacy level, occupation, dependency level, housing and social amenities. These data will be useful not only in establishing the importance of the rehabilitation of the Umuda Isingwu/Umuagu Ibeku gully erosion site but equally in quantifying the environmental and social impacts of the planned works which will help determine the management plans for the said project. More importantly, the baseline data will be useful for monitoring and evaluating the post implementation condition of the community and by implication the success of the project. Umuda Isingwu/Umuagu Ibeku, the primary project area, is mostly semi-urban with some rural communities. Local Economy The primary engagement of the Umuda Isingwu/Umuagu Ibeku people is agriculture and trading. The diverse vegetation and soil types in the project state encourage the practice of a variety of agricultural activities like crop farming, forestry, fishery and animal husbandry. Some of the crops include maize, cassava, yam, palm produce and vegetables. Some few others are into palm oil and Artisanship. Commercial activities vary and include mainly trading which can be found in all nooks and cranny in the project area. Land Use/Tenure While majority of the land use is for agricultural purposes others are for residential settlement, market places and public reserve for future development uses. The farm lands are quite some distance from the homestead. Some of farmlands are however very close the homestead; these ones are called Egbere Uhu. A combination of traditional land ownership system and government ownership of land is observed in the area. However, the Umuda Isingwu/Umuagu Ibeku community practices the traditional land ownership system. Those who do not have land in any area the community approved for farming in a given year will resort to buying land in the approved location to farm for that year only. It is known as ‘’Akwukwo ohia. It can also be by temporarily pledging a piece of land for a fee Igbaibe). Such arrangement reverts to the original owner as soon as he refunds the amount. Historic and Cultural Resources Umuda Isingwu/Umuagu Ibeku, as a historical city, has many cultural events and places adorned with festivities and cultural monuments. In the average home of any Umuahia citizen, they usually keep kola nuts, garden egg and peanut butter in their refrigerator in case any stranger or visitor should visit their home. Every visitation to their home begins with the offering of the kola nuts to the visitor. The kola nut is indicating that the visitor is very much welcomed. The ritual of the offering of kola nut is inspired with the giving in prayers and blessing or lobby to the supreme God and other deities, for the protection of the visitor and the host. It seems to be a custom to the people of the community in any of their traditional ceremonies. 37 The age grade system is very strong in the project area and have over the year’s engendered healthy competition among both the male and female age grades. The celebration of new yam is the most outstanding cultural heritage but this is now dying down as a result of the present thinking that it is a fetish ceremony. Traditional marriage is considered important and involve introduction/acceptance by the immediate family, the kindred and family the whole village. Incest is a taboo in the community and it is considered an abomination. The extended family relationship is quite strong as the families in the kindred lines are closely knit. Burials and funeral ceremonies are observed strictly throughout the community irrespective of the particular village directly affected. Again the age grades and the development union play vital roles here. Christianity has almost entirely wiped our shrines as those still have anything to do with shrines are very few. The traditional leader of the community is referred to as the Eze. Each of the component villages have village heads that represent the village in the cabinet of the traditional ruler (EZE). Representatives of women are also members of the cabinet as well as some notable persons conserved by the Eze as for and proper persons, all make up the Eze’s cabinet which is the highest policy making body. The cabinet as adjudicate in cases and dispute between individuals. HEALTH INSTITUTIONS Apart from the Umuaha North Local Government owned health center at Emede Nkpuru Ikeaha people go to Umuaha town which is less than one kilometer away to attend to or seek for treatment in private or government owned hospitals as well as medical laboratories. 3.5 Objective and Scope of the Consultancy The objective of the consulting services is to prepare an Environmental and Social Management Plan (ESMP) for Umuda Isingwu/Umuagu Ibeku gully erosion sites in Abia State. The ESMP will consist of a well-documented set of mitigation, monitoring and institutional actions to be taken before and during implementation to eliminate adverse environmental and social impacts, offset them or reduce them to acceptable levels. It should also include the measures needed to implement these actions, addressing the adequacy of the monitoring and institutional arrangements for the upper and lower watersheds in the intervention site. The above stated is in line with the requirements for projects that may Impact on the Environment thereby triggering OP 4.01 (Environmental Assessment) of The World Bank polices. 3.6 Rational for the ESMP The destructive effects of this Gully erosion is not only the annual washing away of the soil and nutrients which decreases the productivity of the soil and yields from agricultural crops, but extends to lives and properties of people around this community. They gully erosion problem is critically studied and appropriate erosion control structures sited at right places within the study area. Umuagu primary school will be saved from gully threat Umuagu primary school will reclaim the school playground and pupils resume their games’ programme several residential buildings, valuable residential plots of land and economic trees will be secured. As the Isingwu – Ossah road will be motorable; there will be improved transport and communication system between the villagers and neighbouring communities. Health benefits will include reduction of malaria and 38 other diseases as the stagnant pools of water on the gullies which have been breeding grounds for mosquitoes and other disease vectors would disappear. The following socio-economic issues shall be addressed in the ESMP:  A summary of the impacted communities for the project: location, access, population (number, demographic and social characteristics); economy (employment rate, income distribution); services (types, capacity, and adequacy) and housing. Concern is the ability to provide work force, service new development and absorb and adjust to growth (worker/family).  A summary of the views of the population including vulnerable groups, determined through documented discussions with local communities. These meetings and discussions must be documented and should show how issues and problems raised are or will be resolved (note that an Abbreviated Resettlement Action Plan (ARAP) could be developed for the Site, and this is covered under separate TORs).  Cultural: Summarize the possible effects of the project on historical/archaeological sites, heritage/artefacts, native religious or harvest sites of the affected communities and identification or development of mechanisms for handling chance findings. Other tasks: The consultant shall assist the SPMU to: (i) Register the ESMP with the environmental assessment (EA) departments at Federal and State levels; and (ii) Disclose the finalized ESMP at National, State, LGA and Community levels. 3.7 Specific Task Tasks of the consultant include the following:  Describe the existing status of the sub-watershed and gullies;  Identify the environmental and social issues/risks associated with the existing conditions;  Select and measure appropriate baseline indicators (for example, m3/sec of runoff collected in the sub-watershed during a heavy hour-long rainfall);  Develop a plan for mitigating environmental and social risks associated with construction and operation in the gully in consultation with the relevant public and government agencies; Identify feasible and cost-effective measures that may reduce potentially significant adverse environmental and social impacts to acceptable levels;  Develop a time-bound plan for mitigating environmental and social risks associated with sub-watershed management in consultation with the relevant public and government agencies;  Identify monitoring objectives and specifies the type of monitoring, with linkages to the impacts assessed and the mitigation measures described above (in a-e);  Provide a specific description of institutional arrangements: the agencies responsible for carrying out the mitigation and monitoring measures (e.g for operation, supervision, enforcement, monitoring of implementation, remedial action, financing, reporting, and staff training) and the contractual arrangements for assuring the performance of each implementation agency;  Define technical assistance programs that could strengthen environmental management capacity in the agencies responsible for implementation;  Provide an implementation schedule for measures that must be carried out as part of the project, showing phasing and coordination with overall project implementation plans; and  Provide the expected capital and recurrent cost estimates and sources of funds for implementing the ESMP and inform accordingly the design consultants so that these costs are duly taken into consideration in the designs. 39 3.8 Technical Approach and Methodology to the Reconnaissance Exercise The methodology used in the conduct of the Reconnaissance exercise for the sub-project is based on guidelines as proposed by the following:  Federal Government of Nigeria EIA Law and subsequent Federal Ministry of Environment standard procedure for conducting EIA/ESIA in Nigeria  Guidelines documented under the World Bank Environmental Assessment Operational Policies OP 4.01. 3.8.1 Preliminary Site Visit/Scoping and Reconnaissance Exercise A preliminary site visit/scoping will enable an understanding of the project area and its environs and identification of Project Affected Persons (PAPs) as well as Vulnerable groups at risk of involuntary resettlement. This visit created an opportunity for the consultants to have a first-hand view of the erosion site. The methodology used in the conduct of the Reconnaissance exercise for the sub-project is based on guidelines documented under the World Bank Operational Policies OP 4.01. The reconnaissance exercise for this project has been approached as a communication, disclosure and consultation process, in which the project proponents, and different stakeholders including Project Affected Persons (PAPs) exchange information with the aim of mutual understanding and setting up of the RAP process as consultation is a critical key to the actualization of the NEWMAP. The Community leaders (The Eze, Site committee members and community leaders for the Community,,Women and Youth Leaders etc.) were engaged in a public forum during the reconnaissance visit. This served as the first point of entry as Stakeholder engagement and consultation is highly critical for the success of the rehabilitation of the erosion. Stakeholder consultation will be a continuous exercise for the successful achievement of the ESMP process. Plate 7 A section of the gully with a threatened Plate 6 A Section of the gully building 40 Plate 8 The team with some community members Plate 9 The Consultant and SPMU at the Eze's during ground trothing Palace for Advocacy Visit The consultant also performed some ground trothing with site committee leaders as some identified PAPs so as to have a better understanding of the extent of the proposed works for the intervention. During the reconnaissance visit effort was made in highlighting envisaged impacts associated with the sub-project. Also a date was agreed upon by the community and the consultant to conduct a large stakeholder’s consultation where the full details of the project will be discussed with the community especially the PAPs. The details of these are presented in Chapter 7 of this report. 3.9 Impact Identification The proposed Rehabilitation of the UMUDA ISINGWU/UMUAGU IBEKU GULLY EROSION COMPLEX will lead to several changes in the environment and socio-economic aspect of the project area. A good number of these changes will be beneficial, especially the impacts of rehabilitating degraded land and reducing longer-term erosion vulnerability in the community. 3.9.1 Impact Identification and Assessment Tool For the identification of these potential impacts, the most useful tools in identifying, assessing, and managing the impacts will be fully engaged so that critical social and environmental issues associated with the rehabilitation project will be fully identified, and ensure that all positive impacts are optimized and negative impacts mitigated. During the reconnaissance visit to the Umuda Isingwu/Umuagu Ibeku gully site, a number of potential and associated impacts were revealed and carefully noted by the use of a Checklist as enumerated in Annex 1. The use of checklist adopted for the evaluation of the potential impacts 41 posed by the project was based on its comprehensiveness, selectivity, mutual exclusivity, objectivity, confidence limit and ability to deduce and predict interactions. Identified impacts are further discussed in Chapter 9 of this report. 3.10 Environmental Baseline Survey Baseline data were acquired during field visits within the project area and affected communities. 3.11 Sampling Methodology Soil and water samples were collected. A total number of Twelve (12) samples from six (6) soil- sampling points were collected. Two (2) samples (topsoil and sub-soil) were taken at each point. The list of sampling points and their GPS coordinates are presented in Table 3 below. Ground and Surface water samples were collected from randomly selected locations of boreholes and Iyi Dioti respectively within the project area. Noise level (6 nos.) and Air quality (6 Nos.) samples were collected at the same location as the soil samples. All samples were and analysed at Coslab Laboratory Services, in Umuahia. Plate 10: Map showing sample location points Table 2 Soil, Noise and Air quality sample locations COORDINATES SAMPLE CODE Soil Noise Air quality 5033’2’’N UM1 NL1 AQ1 7028’59’’E 42 5032’57’’N UM2 NL2 AQ2 7029’4’’E 5033’2’’N UM3 NL3 AQ3 7028’49’’E 5032’57’’N UM4 NL4 AQ4 7028’52’’E 5032’59’’N UM5 NL5 AQ5 7029’5’’E 5033’2’’N UM6 NL6 AQ6 7028’31’’E 3.11.1 Soil Sample Collection A total number of Twelve (12) samples from six (6) soil-sampling points were collected. Two (2) samples (topsoil and sub-soil) were taken at each point. Surface soil samples were collected within a soil depth of 0-15cm, while sub-soil samples were collected within a soil depth of 15- 30cm. Samples for physico-chemical analysis were collected into coded plastic bags after being wrapped in aluminium foil to help reduce water transfer as well as inhibition of oxidation in the presence of Nitrogen. Table 3 Particles size grading of the soils COORDINATES SAMPLE DEPTH (cm) CLAY (%) SILT (%) SAND (%) POINT 5033’2’’N UM1 0-15 19.30 7.00 73.70 7028’59’’E 15-30 12.10 2.90 85.00 5032’57’’N UM2 0-15 14.60 3.30 82.10 7029’4’’E 15-30 10.30 3.70 86.00 5033’2’’N UM3 0-15 6.60 2.00 91.40 7028’49’’E 15-30 6.10 3.00 90.90 5032’57’’N UM4 0-15 15.10 6.10 78.80 7028’52’’E 15-30 6.70 4.10 89.20 5032’59’’N UM5 0-15 13.20 2.50 84.30 7029’5’’E 15-30 10.00 2.90 87.10 5033’2’’N UM6 0-15 17.10 2.90 80.00 43 7028’31’’E 15-30 5.50 1.00 93.50 Particles size grading of the soils 100 90 80 70 60 50 CLAY (%) 40 SILT (%) 30 20 SAND (%) 10 0 0-15 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 15-30 UM1 UM2 UM3 UM4 UM5 UM6 Plate 11: Particles size grading of the soils 3.11.2 Water Sample Collection Surface and Groundwater samples were collected using sterile 100 ml bijou bottles (made of high UV resistant material) and 75 cl plastic bottles. Surface water was collected from Iyi Dioti as it was the only surface water within the project community. Fast changing physicochemical parameters such as pH, Dissolved Oxygen, Conductivity and Total Dissolved Solid (TDS) were measured in-situ using an in-situ water analyzer. Samples for physicochemical studies were stored in cooler boxes with ice and later transferred to the laboratory and preserved in refrigerators at 4oC prior to analyses. A total of three (3) water samples were collected for laboratory analyses of various parameters (1 surface water and 2 borehole). Hanna HI 991300 PH/EC/TDS Meter was used for water sample analysis. 3.11.3 Air Quality Sample Collection Air quality analysis was carried out using a Testo 350 XL. Measurements were taken at different locations around the project area with the same coordinates as stated above. Air Quality Sample Readings 70 60 50 VOC 40 SPM 2.5 30 SPM 10 20 SPM Total 44 10 0 3.11.4 Noise Level Measurement Noise levels were measured using a Testo 815 Noise meter. Noise samples were collected at the locations around and near the gull with the corresponding Coordinates mentioned in the table below. Table 4 Noise levels at different locations around the gully CODE Max Min GPS NL1. 51.7 45.2 5033’2’’N 7028’59’’E NL2. 57.6 50.1 5032’57’’N 7029’4’’E NL3. 57.7 49.7 5033’2’’N 7028’49’’E NL4 55.7 54.1 5032’57’’N 7028’52’’E NL5 57.6 51.1 5032’59’’N 7029’5’’E NL6 51.6 44.7 5033’2’’N 7028’31’’E Noise level sample readings 60 50 40 Max (dB) 30 Min (dB) 20 10 0 NL1. NL2. NL3. NL4 NL5 NL6 45 Plate 13: Noise level readings 3.12 Discussion on Findings from Soil Sample Analysis Summary of soil sample result is presented in Table 9 below. Table 5 Physiochemical properties of soils Sample Depth pH OC N P Ca Mg Na K Copper Iron Chronium EC No (cm) % % Mg/kg Meq/100g Meq/100g Meq/100g Meq/100g Ug/cm UM1 0-15 5.3 0.8 0.13 23.80 3.0 0.70 0.15 0.048 0.20 0.09 0.034 19 15-30 5.6 0.63 0.09 25.70 2.60 0.60 0.16 0.045 0.26 0.07 0.047 23 UM2 0-15 6.01 1.15 0.14 28.68 5.7 2.8 0.35 0.17 0.47 0.10 0.082 12 15-30 6.14 0.89 0.11 28.68 2.6 1.86 0.35 0.08 0.54 0.14 0.093 18 UM3 0-15 5.4 0.69 0.084 19.80 2.40 0.68 0.19 0.051 0.24 0.03 0.049 16 15-30 5.72 0.70 0.076 24.50 2.0 1.04 0.23 0.043 0.31 0.01 0.053 7 UM4 0-15 5.5 1.06 0.10 24.50 2.0 1.20 0.22 0.087 0.21 0.09 0.065 13 15-30 5.8 0.86 0.064 25.73 3.40 0.75 0.21 0.056 0.25 0.06 0.043 10 UM5 0-15 6.00 0.88 0.07 26.50 6.3 2.2 0.15 0.039 0.62 0.12 0.074 36 15-30 6.12 0.75 0.067 25.60 5.7 1.85 0.14 0.033 0.62 0.12 0.088 37 UM6 0-15 4.63 0.89 0.098 20.83 2.8 1.60 0.20 0.067 0.13 0.01 0.021 11 15-30 4.88 0.80 0.080 20.76 2.55 1.60 0.17 0.055 0.18 0.02 0.018 9 FME 6-9 <1 0.1 100 200 - 1000 - - Limit 46 pH The physico-chemical properties of soils from the sample locations revealed that the pH of the surface soil ranged from 4.63 - 6.01 while the sub surface soil ranged from 4.88 - 6.14. The lowest pH value of 4.63 was found at the brink of the gully erosion floor while the maximum pH value of 6.14 was at a farmland 10 meters away from the major gully. The Low value of the soil pH is a strong indication that the soil is acidic. Thus, revealing intensive leaching and low microbial activity. Color The color of the surface soil ranged from grayish brown to dark reddish brown while the subsurface soil ranged from reddish brown to yellowish gray. Phosphorus (P) and Potassium (K) values were slightly above the limits and this can be attributed to the use of agrochemicals and could be associated with the use of pesticide in the farms. Fixation reactions in the soils may allow only a small fraction (10 to 15%) of the P and K in fertilizers and manures to be taken up by plants in the year of application. Consequently, most farmers apply two to four times the amount of P and K as is removed in the crop harvest. Repeated over many years, such practices may have saturated the phosphorus fixation capacity and built up the level of available phosphorus and potassium in the soil, hence the high concentration. The level of chloride, total nitrogen, calcium and sodium were all within the FMEnv prescribed limits. Heavy Metals The heavy metals concentrations in soils from sampling locations were also assessed. The values of some of the heavy metals (Copper, Iron and Chronium) were all within the FMEnv limits. These metals often form soluble compounds in the soil and contribute in various amounts to the fertility of soil and growth of plants. Electrical conductivity Electrical conductivity (EC) is a measure of the amount of soluble salts present in the soil; The EC varied from 7-36 μS/cm, which is within acceptable FMEnv limits. 30 25 20 pH 15 OC N 10 P 5 0 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 UM1 UM2 UM3 UM4 UM5 UM6 Plate 14: Results for Soil pH, OC, N and P 47 40 35 30 25 Ca Mg 20 Na 15 K 10 EC 5 0 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 UM1 UM2 UM3 UM4 UM5 UM6 Plate 15: Results for Soil Ca, Mg, Na, K and ECM Heavy Metals 0.7 0.6 0.5 0.4 Copper 0.3 Iron 0.2 Chronium 0.1 0 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 0-15 15-30 UM1 UM2 UM3 UM4 UM5 UM6 Plate 16: Results for Soil Heavy metals 3.13 Discussion of Results of Water Quality Analysis This section seeks to discuss the results from the water samples analyse. Table 10 shows samples collected as well as physiochemical properties analysed. Table 6 Physiochemical properties of water sources S/N PARAMETERS SW1 GW1 GW2 FMEnv LIMIT 1 pH 6.3 6.83 6.83 6-9 2 Conductivity 120 160 179 1000 (ug/cm) 48 S/N PARAMETERS SW1 GW1 GW2 FMEnv LIMIT 3 TDS (mg/l) 35.7 60.6 61.6 1000 5 Chlorine (mg/l) 16.5 344 357 250 6 Salinity (mg/l) 0.06 0 0 0.1 7 Nitrate (mg/l) 0.3 0.06 0.08 20 8 Sulphate (mg/l) 183 291 300 500 9 Calcium (mg/l) 29.6 50.0 51.7 150 10 Magnesium (mg/l) 11.4 5.32 5.19 50 11 Sodium (mg/l) 0.25 3.2 3.2 200 12 Potassium (mg/l) 1.9 1.35 1.35 <1 13 Total Hardness 18.3 73 70 200 (mg/l) 14 Dissolved Oxygen 4.1 1.4 1.7 >2 (mg/l) 15 BOD5 (mg/l) 12.8 0.15 0.15 30 16 COD (mg/l) 27.5 1.6 1.8 80 17 Phosphate (mg/l) 0.02 1.6 1.8 5 18 Turbidity (NTU) 18.6 1.6 1.6 100 19 Yeast and Mould Nil Nil Nil (cfu/ml) 20 Coliform (cfu/ml) 374 Nil Nil 21 Salmonella (cfu/ml) Nil Nil Nil 22 E.coli (cfu/ml) 150 Nil Nil 23 Faecal Nil Nil Nil Streptococcus (cfu/ml) 49 180 160 140 120 100 80 60 40 20 0 pH Conductivity TDS (mg/l) Salinity (mg/l) Turbidity (ug/cm) (NTU) SW1 GW1 GW2 Figure 17: ph, Conductivity, TDS, Salinity and Turbity of Water Samples 400 350 300 250 200 150 100 50 0 Chlorine (mg/l) Nitrate (mg/l) Sulphate (mg/l) Phosphate (mg/l) SW1 GW1 GW2 Figure 18: Chlorine, Nitrate, Sulphate and Phosphate levels of Water Samples Dissolved Oxygen (DO) Dissolved oxygen is the oxygen molecule present in water. The samples collected had a range from 1.7mg/l – 4.1mg/l. These findings entail that aquatic organisms can survive and strife in the environment Turbidity Turbidity is the measure of relative clarity of a liquid. It is an optical characteristic of water and is an expression of the amount of light that is scattered by material which include clay, silt, and finely divided inorganic and organic matter, algae, soluble colored organic compounds, and 50 plankton and other microscopic organisms in the water when a light is shined through the water sample. The measured turbidity value for the surface water ranged from 3.6 to 15.6NTU and 1.6 NTU for ground water. The turbidities are all within the FMEnv limits, but the downstream surface water is not permissible under WHO limits. Salinity Salinity is the total concentration of all dissolved salts in water, the salinity values were low and within range the FMEnv in all the sampling points for surface water and ground water. Calcium and Magnesium The levels of Ca2+ and Mg2+ ions are within the FMEnv limits, However the levels Ca2+ in the ground water sample is a bit high in concentration leading to hardness of water. Sulphate and Chloride The values for sulphate and chloride for the surface water where within the FMEnv limits. The value of sulphate for the ground water was within the limits while the value of chloride (357mg/l) for the ground water was way above the prescribed FMEnv limits this could be attributed to the high chlorinated solvents as a result of regular discharge of dry-cleaning fluids in the vicinity where the sample was gotten. 60 50 40 30 20 10 0 Calcium (mg/l) Magnesium Sodium (mg/l) Potassium (mg/l) (mg/l) SW1 GW1 GW2 Figure 19: Calcium, Magnesium, Sodium and Potassium level for water samples pH The pH for the surface water was 6.3 and the ground water was 6.83 were both within the FMEnv limits. The pH values indicated that the surface water is slightly acidic and the ground water fairly neutral. A pH value above or below this is a warning than an abnormal situation exists and needs either further evaluation or immediate remedial measures. Total Dissolved Solids (TDS) 51 Total Dissolved Solids (TDS) usually refers to the mineral content and dissolved organic material contained in liquid in molecular, ionized or micro-granular suspended form in the water. The TDS concentration of both the surface and groundwater were found to be below the FMEnv limit of 1,000mg/l. A TDS concentration over the recommended limit of 1,000mg/l may cause gastrointestinal problems in humans and animals. Conductivity Conductivity is a measure of water’s capability to pass electrical flow. This ability is directly related to the concentration of ions in the water. High level of conductivity values of the waters is a reflection of the chemical richness of the water body of the study areas. The conductivity value for the Iyi Dioti and the ground water are within the FMEnv limits. The ground water had a higher conductivity value of 61.6mg/l, this could be attributed to the minerals present in the substratum of project area. Biochemical Oxygen Demand (BOD5) Biochemical Oxygen Demand is a measure of the amount of dissolved oxygen needed by aerobic biological organisms in a body of water to break down organic material present in a given water sample at certain temperature over a specific time period (usually for 5 days) and also the oxygen utilized to oxidize inorganic material such as sulphate and ferrous ion. The ground water sample BOD value of 0.15 and the Iyi Dioti BOD value of 7.8 and 12.8mg/l all fell within the FMEnv range. Chemical Oxygen Demand (COD) The COD measures the number of organic compounds present in a water sample. The COD values of the surface water were very moderate ranging from 28.7 – 37.5 mg/l and 1.8mg/L at the ground water. This can be attributed to the increase in human activities such as washing, and possible movement of fertilizer into the water. 80 70 60 50 40 30 20 10 0 Total Hardness Dissolved Oxygen BOD5 (mg/l) COD (mg/l) (mg/l) (mg/l) SW1 GW1 GW2 Figure 20: Total hardness, DO, BOD and COD levels for water Samples 52 Microbial Contamination Bacteriological results for Surface Water sources presented above may be due to increased anthropogenic and socio-cultural activities. Rapid development of town ships and industries in the surrounding vicinity, nearby lands and or in water bodies as experienced in some sampling points degrades water quality and may also have added strains in the water bodies to an extent resulting in the degradation of its water quality. Total coliform count used as indicator to measure the degree of pollution and sanitary quality of the water sources was tested. Total coliform bacteria are not likely to cause illness, but their presence especially in the Surface water indicates that the water in the area may be vulnerable to contamination by more harmful microorganisms. The total coliform presence in samples confirms microbial contamination of the Iyi Dioti. Escherichia coli, Enterobacter, (Salmonella, Shigella), and Enterobacter aerogenes (Enterococcus) were equally present. They are facultative aerobic, gram- negative, non-sporing, rod shaped bacteria that ferment lactose with gas formation within 48 hours at 35 ºC. Incidentally, the coliforms include a wide range of bacteria whose primary source may not be the intestinal tract. Escherichia coli are most commonly used as indicators of fecal pollution but this was absent from the borehole samples that is widely consumed. 53 4 CHAPTER FOUR: SOCIO-ECONOMIC CHARACTERISTICS AND CONSULTATION WITH STAKEHOLDERS 4.1 Introduction The socio-economic assessment studies were aimed at examining the socioeconomic conditions of the people living around the project environment. This is to ensure that the potential impacts of the proposed rehabilitation of the Umuda Isingwu/Umuagu Ibeku Erosion Site project is captured and described while proffering solutions to possible negative impacts to human habitat, health and livelihoods. The specific objectives of the study include:  To elicit information about the existing socioeconomic and demographic characteristics of the inhabitants living within the community  To document the distributional characteristics of the socioeconomic components in the project area  To analyse the patterns of the relationships of the socioeconomic components  To discuss and deduce the effect of the patterns on the environment of the proposed Project through the perceptions of the respondents  To provide a baseline data for the assessment of the environmental and socioeconomic impacts of the proposed project  Suggest mitigation measures and environmental management plan for the proposed project. 4.2 Methodology for the Socio-economic survey The general methodology used for the socio-economic impact assessment employed the collection of primary and secondary source data. The primary sources data gathering comprised of questionnaire administration, group interviews Ground trothing/Reconnaissance survey for identification and Disclosure (awareness creation), discussions and direct observations. Secondary data was obtained from the National Population Commission and desktop literature review. Structured questionnaire was designed and uploaded in an open source data collection application. This was administered to people living around the project area. The population of the study area was estimated to ba over ten thousand based on the study by the feasibility/design engineers (Diyokes, 2016). Data collected was analysed using SPSS. 4.3 Primary Data A random sampling survey was carried out within the project community. Questionnaires were administered to a total of 515 respondents. This survey was designed to have an understanding of the socio-economic attributes of the people within the community and not specifically for information regarding the gully. However, those living within the gully corridor were part of the population sampled. The population of the project community is estimated at over 10,000 people (Diyokes, 2016). 54 4.3.1 Gender Distribution of Respondents It was gathered from the field survey that majority of the Respondents (about 53.26%) are females while males are 46.74% as depicted in plate 21 below. Secondary data of population within the local government shows a different picture. This may be attributed to the willingness of the respondents to fill the questionnaires. Most of the women in this community were housewives, and were found mostly at home. Plate 21 Sex of Respondents 4.3.2 Age Distribution of Respondents As shown in Plate 6 below, respondents range from 1 to above 61 years. The chart shows that those between ages 46-60 years and those above 61 years constitute the dominant population of Respondents with a combined proportion of about 70.66%. The least age group among Respondents belongs to those from 0-15 with a population of 0.35%. The highest population of Respondents (39.86%) were within 60years and above. The younger population are predominant around the residential areas or schools while the more elderly are visible in the around the Market and centre of the town. 55 Plate 22 Age of Respondents 4.3.3 Marital status of Respondents Respondents are predominantly married people (about 89.86%) as depicted in plate 23 below. Singles are the other marital status that featured among the Respondents. The significance of this result is that Respondents are majorly men and women who are the breadwinners and help mates in their respective households. Sampling was performed within the project environment and not the entire Umuahia. This is due to the fact that the area selected is the area of envisaged impact. Though the data collected and reviewed shows that there is no widow among the respondents, this does not mean that the entire community does not have widows/widowers as observed among the vulnerable groups. Plate 23 Marital Status of Respondents 56 4.3.4 Religious practice of Respondents All but very few of the respondents are Christians. No Muslim was among the Respondents. The only none Christians that responded to the questionnaires practice African Traditional Religion. It goes to show that cultural heritage is an integral part of some of the Respondents even though Christianity is practiced in the community. Plate 24 Religion of Respondents 4.3.5 Literacy Level and Educational Infrastructure Most people or Respondents have some form of education (95.68%). The highest number of Respondents (38.95%) Indicated that their highest level of academic qualification is FSLC (Plate 25). About 6.32% of the Respondents don’t have any form of formal education. This shows that majority of Respondents have the minimum level of education that might help them in making informed decision, or participate meaningfully during discussions as it affects the project implementation. Plate 25 Educational Level of Respondents 57 4.3.6 Water and Sanitation 28.62% of respondents get domestic water from privately owned boreholes while 55.43% of the respondents from the project community get their water from Rivers (Plate 26 below). About 15.94% of respondents use water from other sources which include a combination of commercial boreholes and public pipe borne water. Plate 26 Water Source It was also deduced from the field work that about 86.23% of the respondents use Pit latrines while 13.41% make use of water closet as seen in the plate below. Plate 27 Type of Toilet Facility 58 4.3.7 Household Waste Disposal, Cooking Fuel and Electricity Majority (53.62%) of the respondents in the area dispose their household waste in the bush. 27.90% dispose their refuse in private open dumps which while 15.58% bury their refuse. About 95.65% of the respondents make use of firewood for cooking while the rest use either kerosene or Gas as shown in plate below. The survey also showed that electricity is obtained from the national grid within the project communities, of which 97.10% of respondents are connected to it. However, their services are epileptic. As an alternative source of electricity, few people alternate with generator and hurricane lamps. Plate 28 Method of refuse disposal Plate 29 Type of Fuel for cooking 59 Plate 30 Electricity Source 4.3.8 Average household size of Respondents The survey shows that most of the Respondents (53.99%) run small sized households (Plate 31 below). 30.43% of the Respondents have medium sized households while 15.58% have large families. This goes to show that the level of dependent on the Head of Household won’t be much and there will not be a heavy burden on the family if involuntary displacement occurs. Plate 31 Respondents Family size 60 4.3.9 Occupation Plate 32 below shows that majority (80.44%) of the Respondents in this community are self- employed with 8.70% engaged in all sort of business and trading, 61.96% are farmers, while 9.78% of the respondents are artisans. 5.07% of the Respondents are public servants, 5.80% are private sector workers, then the remaining (8.70%) are unemployed. Plate 32 Main Occupation of Respondents 4.3.10 Average Monthly Income status of Respondents Field survey (depicted in Plate 33 below) shows that dominant income groups amongst Respondents fall within ₦0-17,900 per Month. The survey also shows that about 19.93% fall within the income of ₦18,000-₦30,000 per month while about 9.42% of Respondents earn ₦31,000 to ₦60,000 per month. Average income of Respondents in the project area were measured at two levels; the overall average which indicates an aggregation of middle and low level income earning Respondents and the low income groups with lowest limit of N500 per day. The outcome is that on the overall aggregation, Respondents mean income is ₦4,000 or $10 per day (for middle and low income combined) and ₦1200 or $3 per day for lower income group using an exchange rate of ₦400/1$. Based on the later statistic, Respondents in the project area earn on the average, about $2,640 per annum. This Plate puts Respondents in the class of middle-income economy group according to World Bank development indicators (World Bank, 2016) Lower-middle-income and upper- middle-income economies are separated at a GNI per capita of $4,125. 61 Plate 33 Average Monthly Income Although these results imply that Respondents can maintain reasonably, good standard of living, it is however, not inconceivable that impacts on their sources of livelihood may have adverse impacts on their income sustenance and standard of living, especially with the dependence on trading, farming as well as low rate of saving culture in the less developed countries. 4.3.11 Infrastructural Development Most of the roads leading to the project community are tarred through state and LGA efforts. However, most of the roads within the community have been washed off by flood. There is GSM telecommunication facilities of various networks available in the area. However, 40.58% of community respondents believe it’s just fair, while 10.51% believe it’s poor. Umuahia have over many Nursery and Primary Schools. There are also some Secondary schools within the community. About 30.80% believe that these institutions are in fair conditions while 68.48% of respondents believe the institutions are in Poor conditions. 62 Plate 34 Roads within Community Plate 35 Schools within Community 63 4.3.12 Desirability of the Project All the respondents showed high level of acceptance of the project stating that the gully erosion site poses high risk for the members of the community. They also indicated that the gully has denied them several social amenities and access into neighbouring Villages. Plate 36 Perception about the project 4.3.13 Health Status Survey For the purpose of this ESMP, a Rapid appraisal was adopted as the health impact is envisaged to be minimal. A Rapid Health Impact Assessment checklist designed in consideration of the environmental and social determinants of health as it affects the sub-project was used for the assessment. Consultations with the members of the project community and the health centres revealed that all wards in the LGAs within the project area have at least a PHF. This was confirmed from the Federal Ministry of Health Directory of Health Facilities (2011). Some of the PHC visited showed some level of under staffing. They all lacked medical doctors on call however, some consultants come in once in a while. The PHC have mainly community health workers and midwives. Services provided at the PHC in the project community include but are not limited to child health and antenatal services, vaccination, anti-malarial treatment, antibacterial intervention services, etc. More serious ailments are referred to the General hospitals or the Federal Medical Center, Umuahia. The Table below shows responses received from households on awareness and use of healthcare facilities. 64 Table 7: Healthcare Assessment ITEMS RESPONSES (%) Yes No Indifferent Awareness / existence of HCFs 100 0 0 Satisfaction with proximity of HCF to 80 10 10 household Adequacy of HCF personnel 10 90 0 Availability of drugs 40 60 0 Affordability of drugs 30 50 20 Households that attend antenatal 100 0 0 The Table above shows that All of the households are aware of the availability of HCFs in their community, although adequate staffing, cost/availability of drugs may be a challenge to many. Malaria is prevalent in the area. This may be as a result of the presence of breeding sites for the vector within the project areas (potholes on access roads etc.). Other diseases reported include Typhoid, Cough, Eye infections and Pneumonia. Arthritis is a common condition found among the older members of the community. Plate 37 Disease conditions 65 4.3.14 Replacement Options Most project affected persons interviewed preferred cash assistance as replacements options. While some of the PAPs prefer not to be compensated less than 1% of the PAPs would prefer Land for Land replacement or House for House replacement as the case may be. 4.4 Stakeholders Consultation The stakeholder engagement and consultation process adopted in this consultancy was keen towards identifying and working with the Project Affected Persons (PAPs), project affected communities and other stakeholders who may be directly or indirectly affected during the rehabilitation works for the Umuda Isingwu/Umuagu Ibeku Erosion Site. These include: i. Individuals or group of persons living in close proximity to the project area ii. Individuals or group of persons who may have cumulative impacts during development iii. Individuals or group of persons who may be temporarily relocated as a result of the project iv. Individuals or group of persons who occasionally utilize the land on which the project is located v. Traditional and Administrative classes involved in developmental activities or policy changes in the project area The consultation process was necessary in order to encourage active and sustained participation of the community members and residents through which the erosion menace traverses. The consultation promoted community ownership of the project and in addition enhanced sustainability. Involved in the consultation process were the administration of pre-defined socio- economic questionnaires at the household level for the PAPs particularly residents living along the gully corridor. Stakeholder involvement in the project is expected to continue in a manner that gives the communities and the project affected persons (PAPs) the opportunity to make contributions aimed at strengthening the development project while avoiding negative impacts as well as reducing possible conflicts. In addition, the consultations will remain active (i.e. on-going exercise) throughout the duration of the entire project. Issues relating to project displacements and compensations to PAPs and any vulnerable groups will be handled efficiently in the RAP report to minimize chances of possible conflicts. Plate 38 Consultation Meeting at the project community 66 Plate 39 One of the community members making a remark during the consultation 4.5 Identification of Stakeholders Generally, five (5) broad categories of stakeholders were identified for this project based on the degree to which the project activities may affect or involve such persons or group of persons. These stakeholders are grouped as shown in Table 3 below. The identification followed the following considerations: i) Any persons or parties whose line of duties whether officially, socially, economically or culturally has direct or indirect bearing on any aspects of project activities. These parties may include individuals, groups, institutions or organizations that may be affected by the gully rehabilitation activities; and, ii) Any persons or parties whose specific interests in the project results from: (a) the project's benefit(s) to such persons; (b) potential changes that may occur to the routine activities of the persons due to the project; and, (c) the project activities that may cause damage or conflict for the persons. The identified persons or group of persons in this category will ultimately represent the project Affected Persons (PAPs) or Households (PAHs) 4.6 Identified Stakeholder Groups Several groups of stakeholders were identified and are summarised in the table below. Table 8: Identified Stakeholder Groups Group Description Role(s) In Community Process Group-1 Individuals or group of persons whose day-to-day This category of persons served as traditional or administrative functions include mobilization points around which the oversight of developmental activities within the Consultant reached out to the other members 67 project areas. of the community Group-2 Individuals or group of persons whose day-to-day The identified persons or group of persons in lives/livelihoods may be directly affected by this category will ultimately represent the project activities. These people either reside or Project Affected Persons (PAPs) or carry out their daily livelihood activities within Households (PAHs) 50m of the erosion gully edge. Group-3 Individuals or group of persons whose daily The category of persons may or may not be activities (including farming) bring them in close affected by the project but may be significant proximity to the project area. These people may contributors to the long-term sustainability of either reside or carry out their daily livelihood the project. activities outside of the erosion gully but within the communities in which the project is located. Group-4 CBOs, FBOs and NGOs who provided frequent This group of organizations essentially interface with the community members who may contributes to and/or provide on a regular be directly or indirectly affected by the project basis to the spiritual and physical welfare as activities. well as environmental health of the community (Focal NGO engaged PMU was duly consulted). Group-5 Individuals or group of persons who are political This group of individuals is collectively office holders and have significant responsibilities responsible for the political and general toward community members within the project socio-economic development of the area. communities among others within their respective political zones. The identified groups includes:  Abia State NEWMAP SPMU  Chiefs/Elders  President General and Village Chairmen  Youth group leaders  Women group Leaders  Town Associations/ Community Based Organization Leaders etc. 4.7 Community Consultations All consultations in the period of the consultancy were initiated by the Consultant and established by the SPMU. The direct involvement and active participation of relevant stakeholders and the local level people in the planning and management processes of the project, guarantees that any potential disharmonious issues will be resolved swiftly. Also, there will be maximization of resource use, increased benefits and expanded opportunities for the communities in the project area. Community participation will certainly help improve understanding of the project and communication between the SPMU, the contractors and the community. The decision making process for the project will be enhanced by actively involving relevant stakeholders, especially the project affected persons and organizations with stakes in the project. 68 4.7.1 Objective of Community Consultation The aims of the community consultation process are:  Implore inputs, views and concerns within the project community as they relate to the project and obtain local and traditional knowledge that may be useful for decision making;  Enable consideration of alternatives, modification measures and trade-offs and ensure that important impacts are not overlooked and benefits are maximized;  Mitigate conflict through early identification of contentious issues and increase public confidence in the project.  Provide an opportunity for the public to influence the designs and implementation in a positive manner and improve transparency and accountability in decision-making; 4.7.2 The Stakeholders Consulted and their Concerns The consultations involved independent and frequent meetings between the Consultant team, Traditional and Administrative leaderships of Umagu Ibeku and Umuda Isingwu which included the President General and Village Chairmen. The key stakeholders identified and consulted in the area include:  President General of Umuda Community Associationi.  Public Relation Officer of Umuda community  Chairmen of all villages affected by the project  Women and Youth Groups  Other Stakeholders are individuals who own properties that will be directly or indirectly affected by the project, Community Associations, Business Owners etc. During consultation meetings, the NEWMAP overview, the Proposed Project, World Bank safeguard policies as they involved the rehabilitation works as well as the challenges that could impede the implementation of the project were presented. The support needed from all stakeholders to ensure effective project and successful implementation were also discussed. 4.7.3 Summary of Meetings with Stakeholders The consultant warmly welcomed every stakeholder present. He explained the rationale behind World Bank Operational Procedure 4.01 (Environmental Assessment), thus informed the stakeholders that his assignments will focus on Environmental and Social Management Plan (ESMP) He stated that World Bank has in place a number of operational and safeguards policies, which aim to prevent and mitigate undue harm to people and their environment in any development initiative involving the Bank. He told the stakeholders that the Nigerian EIA Act and the World Bank safeguard policies are similar; designed to help ensure that projects proposed for Bank financing are environmentally and socially sustainable, and thus improve decision-making. He said although Bank has various safeguards policies but his assignment is limited to Environmental and Social Safeguard Policies as applicable for to the Project. He informed the stakeholders that Environmental Assessment (OP 4.01) is used in the World Bank to identify, avoid, and mitigate the potential negative environmental and social impacts associated with Bank’s lending operations early in the project cycle. In World Bank operations, the purpose of Environmental Assessment is to improve decision making, to ensure that project options under consideration are sound and sustainable, and that potentially affected people have been properly consulted and their concerns addressed. This policy is triggered if a project is likely to have potential adverse environmental and social risks and impacts in its area of 69 influence. The EA has various tools that can be used, including amongst others Environmental & Social Impact Assessment (ESIA) or Environmental and Social Management Plan (ESMP). He described Environmental and Social Management Plan (ESMP) as an instrument that details the measures to be taken during the implementation and operation of a project to eliminate or offset adverse environmental and social impacts or to reduce them to acceptable levels; and the actions needed to implement these measures. The ESMP is an integral part of Category “A� Environmental Assessments (EAs) (irrespective of other instruments used). EAs for Category “B� projects May also result in an ESMP. However, the impacts of the Umuda Isingwu/Umuagu Ibeku Gully Erosion rehabilitation project are considered to be mainly site specific. He stated that the paramount objective of his ESMP assignment is to develop procedures and plans to ensure that the mitigation measures would be implemented throughout the phases for the Rehabilitation of the Umuda Isingwu/Umuagu Gully Erosion site. He stated that the ESMP report will ensure the effective long-term protection of the area and other biotic and abiotic components of the environment. He stated that Stakeholder engagement and involvement is important in the Umuda Isingwu/Umuagu Gully Erosion rehabilitation project and therefore expected to continue in a manner that gives the communities and the project affected persons (PAPs) the opportunity to make contributions aimed at strengthening the development project while avoiding negative impacts as well as reducing possible conflicts. In addition, the consultations will remain active (i.e on-going exercise) throughout the duration of the entire project. The consultant called on the project community to take the ownership of the NEWMAP projects. He also advised the community to protect the project equipment during construction works. He pleaded with the community members to welcome and give attention to Enumerators who would be coming to their various homes for data collection. The consultant also enlightened the stakeholders on the NEWMAP livelihood restoration plans. He reiterated that NEWMAP has livelihood activities projects that focused on alleviating the sufferings impended on the PAPs and project communities by the lingering erosion menace. Finally, the consultant urged the community members and stakeholders to participate fully in the consultation exercise by answering questions and raising their concerns. Comments, Concerns, Questions Raised at the Community Meetings and Consultations Comments/Concerns/Questions Raised Consultant’s Responses to Issues Raised The Stakeholders welcomed the proposed project and The consultant acknowledged the residents were very much delighted and positive with regards to widespread support for the proposed project the approach undertaken by the ABIA-NEWMAP and and encouraged them to sustain it World Bank to address the current problems of throughout the project life cycle watershed and erosion, which are currently affecting their lives negatively. Onuoha Nduka James sought to know if the entire ABIA-NEWMAP ESO informed the communities in Umuagu are affected by the project stakeholders that feasibility study has been undertaken and captured all the affected sites. Hon. Ejike Ekwuribe pledged to give an unflinching Noted and endorsed. support and to ensure that youth group will participate immensely throughout the project cycle. He also implored the ABIA-NEWMAP representatives to ensure that PAPs should not be left worse off. 70 Okailu Chinedu (Youth Leader) advised that those Endorsed. appraised by the enumerators/ Consultant should be the ones to answer the proposed questions to avoid conflicting ideas. Okwuchi Joy Obike ( Women Group) ABIA-NEWMAP ESO informed the stakeholders that World Bank projects Pleaded that the project should commence involves processes and due diligence. She immediately to avoid further damages. maintained that ESMP is one of the integral reports that must be submitted before rehabilitation works. She stated the SPMU is doing everything within its power to expedite actions in all these processes. Ifeanyi Okugo stated that the youth group will resist any Noted and endorsed attempt by anyone who will be against the project. He maintained that the youths are solidly behind the project. Nwachilam Nwaogu thanked the World Bank, NEWMAP Noted and endorsed and Consultants for the rescue mission. He also advised the youths of the project community to be committed and shun violence throughout the exercise. The ABIA-NEWMAP M&E Officer in his closing remarks Noted and endorsed thanked everyone that has participated and expressed hope that the project will see the light of the day. 4.8 Description of the Rehabilitation Project Proposed solution to ameliorate the erosion problem is proper management of prevailing flood flow path to the gully and subsequently control the gully using adequate drainage systems such as culverts, drains, chute channels and stilling basins, rip-rap resting on geotextile, then gabion check dams placed along the gully bed to slow down the flow velocity, etc. The principal components of the design works for the Erosion Complex are:  Umuagu Ibeku gully - Design option 2: Conduct runoff safely through the gully to safely discharge into Iyi Doti stream using drainage channels, chute spillways, stilling basins and outlet protection works; install check dams and retaining walls accompanied by earthworks and vegetation. Estimated total cost is N 240,456,720.00  Umuda Isingwu gully – Design option2: Conduct runoff safely through the gully to safely discharge into the main gully using drainage channels, chute spillways, stilling basins and outlet protection works; install check dams accompanied by earthworks and vegetation. The estimated total cost of this design alternative is N 41,995,987.50 Field investigation and literature showed that the Umuagu gully may have started as a result of runoff from a collection of reinforced concrete drains on both sides of an asphalt paved road that stopped at a culvert and those from an earth road with concrete lined drain on one side. The result is undercutting and the development of the gully head and subsequently the development of the Umuagu gully which is threatening the community primary school buildings. 71 The gully may have been caused by poor and inadequate construction of drainage structures on the Umuda – Isingwu road that branched off from the Umuahia – Uzuakoli road. The discharge from the culvert flows directly over open farm land without any protective measures. The Isingwu gully may have been caused by the abrupt termination of the short length of reinforced concrete roadside drainage channel which led to the development of the gully head and subsequently expansion as gully fingers of different sizes, as one moved downwards along the earth road, over a steep slope towards the Obuhu stream. The gully has cut the road surface in many sections preventing the people of Isingwu from going to Obuhu to fetch water for domestic use and from communicating with the communities across the stream. The Abia State Nigerian Erosion and Watershed Management Project through the World Bank intervention has Proposed solution to ameliorate the erosion problem in Umuagu Ibeku/Umuda Isingwu by proper management of prevailing flood flow path to the gully and subsequently controlling the gully using adequate drainage systems such as culverts, drains, chute channels and stilling basins to slow down the flow velocity, re-vegetation etc. After comparison and evaluation of the design options, the following mitigation measures were recommended for the three gully erosion sites: 1. Umuagu Ibeku gully - Conduct runoff safely through the gully to safely discharge into Iyi Doti stream using drainage channels, chute spillways, stilling basins and outlet protection works; install check dams and retaining walls, with earthworks and vegetation. 2. Umuda Isingwu gully – Conduct runoff safely through the gully to safely discharge into the main gully using drainage channels, chute spillways, stilling basins and outlet protection works; install check dams with earthworks and vegetation. 4.9 Hydrological data design return period The hydrological conditions of the area are the main reasons explaining the erosion problem. The area receives high and intensive rainfall. In addition, rainfall is often frequent creating wet antecedent moisture conditions which favour low infiltration and high runoff. The catchment area draining to the gully is largely dominated by residential areas and relatively steep slopes, as shown in hydrology section. The proposed hydraulic structures within each section were designed based on the design discharge for that location. Based on discussion with NEWMAP personnel, the canals and other hydraulic structures, including cross-drainage culverts, stilling basins (energy dissipaters), chutes and detention ponds, cascade and check dams and retaining walls were designed for 50 year return period and checked for 100 years return period. 4.10 Geotechnical data and material property The geological parameters are other major factors affecting the erosion susceptibility of the area. The geology of the area is predominantly sandy formation with low clay content. The material is generally unstable and can easily be detached by external effect such as surface runoff, shear stress, groundwater movement and structural loading. Some key geotechnical parameters are summarized in the Geotechnical Section in the feasibility study report. 4.11 Proposed gully protection concept design 4.11.1 General Concept The main objective of the project is to design gully erosion mitigation measures to stop the erosion process and stabilize the actual eroded areas of the Umuda Isingwu/Umuagu Ibeku complex gully erosion site. Three conceptual design proposals for the mitigation of Umuda Isingwu/Umuagu Ibeku complex gully erosion problem were considered and the accepted design is summarized below. 72 Umuagu Ibeku gully The proposed gully mitigation works for the Umuagu Ibeku gully encompass the construction of runoff conveyance facilities to conduct runoff safely through the gully; to safely discharge into Iyi Doti stream, using drainage channels, chute spillways, stilling basins and outlet protection works; as well as installing check dams and retaining walls accompanied by earthworks and vegetation. Umuda Isingwu gully The proposed gully mitigation works for Umuda Isingwu gully comprise the construction of runoff conveyance facilities to conduct runoff safely through the gully; to safely discharge into the main Umuagu gully, using drainage channels, chute spillways, stilling basins and outlet protection works; as well as installing check dams and retaining walls accompanied by earthworks and vegetation. 4.11.2 Bio-remediation (Vetiver grass and bamboo) The non-vegetated slopes are prone to frequent and sometimes serious erosion process. Bio- remediation measures can be used to protect gully bank walls and prevent erosion. They provide important resistance to erosion forces and more aesthetic and environmentally friendly than other structures. Terracing is also proposed to reduce bank slopes and provide more stability. Vetiver grass was researched, tested, and developed throughout the tropical regions. Accordingly, the main bio-remedial measure proposed is Vetiver grass and bamboo trees on the gully bank slopes of less than 40o. Bamboos are also used as an efficient erosion protection work in the local area, particularly when they are planted at the bottom of the slope. Specific design effort is made to use the Vetiver and Bamboo combined on the slope and bottom of the gully bank respectively. All designs are based on the Engineering Design Report prepared by DYOKE, 2016. Plate 40: General layout design of Control measure, Dyoke, 2016 73 Plate 41: Design Plan for Chute and stilling basin, Dyoke, 2016 4.12 Project Options and Alternatives In the context of this ESMP, analysis of project alternatives refers to the performance of the natural and socio-economic resources with or without the project or with or without the implementation of the measures of this ESMP and/or other safeguard instrument considered appropriate. For intervention work of this nature, there are usually a number of viable options that can be considered. These alternatives include: the no project option; delayed project; alternative site/location and project execution options. For this project, analysis of the various alternatives is presented as follows: 4.13 No Project Option The no project option implies that the intervention work shall not be executed; hence there is no need to carry out this study. This implies the site will remain in its current state and perhaps widen due to natural forces without even any interference from man. Nevertheless, this situation will worsen and put the activities of man and the environment into further jeopardy since the area is already exposed to the forces of erosion. The intervention work is designed to stop these forces and mitigate any negative impacts that may arise. Therefore, choosing the no project option will mean a loss of efforts made by all parties to ensure the erosive forces do not continue to pose risk to lives and the environment and even loss of job opportunity to Nigerians. The ‘no project option’ is therefore not considered a viable option. 4.14 Delayed Project Option This option implies that the planned intervention be delayed until a much later date. Such option is usually taken when conditions are unfavourable to project implementation such as in heavy 74 rainfall, war situation, or where the host community is deeply resentful to it. Also, if the prevailing economic climate is not quite favourable, then delayed option may be feasible. None of these conditions is applicable at present. Further delay will mean the onset of heavy rainfall that is not favourable for the proposed treatment method. At present, both the economic and the political environment and natural environmental phenomena are most favourably disposed towards it. Therefore, the implication of delayed project option will mean that all the preliminary work and associated efforts/ costs incurred would have come to nothing. Also, because of inflationary trends, such a delay may result in unanticipated increase in project costs, which may affect the final target from the project. These, and other related problems make adopting the delayed option impracticable. 4.15 Do project Option This option means going ahead to implement the intervention work. This also entails incorporating professional advice on the most practicable option such as are spelt out in this ESMP and other relevant safeguard instruments and/or best practices relating to the execution of the intervention. This will definitely reassure the public of their safety and the environment. It will also aid employment creation. The environmental threats from the gully erosion will be reduced drastically, if not totally solved in that area. The devastation by erosion that has rendered the existing road impassable will be addressed and solved. This option is therefore considered the most viable and recommended for implementation. However, in going ahead, appropriate measures for the gully treatment must be adopted and applied. 4.16 Gully Treatment Options Treatment of gullies depends on a range of factors including: the size of the gully, whether it is actively eroding or not, the soil type, the size and frequency of water flow, the gradient of the area and the desired use of the land after rehabilitation. The situation of the proposed intervention area shows that the best option or combination of the following options should be employed: 1. The do nothing a. Applicable when assets are not at risk from erosion. b. This option can result in downstream significant sedimentation problems. c. Generally the slowest option to achieve a stable gully. 2. Backfilling the gully and forming a stable drainage state a. Generally only viable for small gullies. b. This option requires only cheap supplies of materials for gully/earth filling c. Generally the quickest Option to achieve a stable gully. 3. Partially backfilling the gullies using natural sedimentation processes a. This is usually the cheapest option in the long run. b. This option relies on the on-going supply of sediments from the upstream gully erosion. If the upstream gully is stabilized as part of the overall gully rehabilitation, then there may be insufficient sediments to backfill the weirs. c. This option is often adopted, when the gully extends upstream of a given property. 4. Partially backfilling using local or imported materials a. This option requires heavy machinery. b. High safety risks are often associated with such project and Earth works. c. Battering the gully bank to provide a source of fill usually accelerate the rehabilitation of the gully bank. 5. Stabilization of gully without partial backfilling of the beds or battering of the banks a. This option can result in a long drawn-out process, requiring planting and replanting. b. Significant sediment loss can occur before the gully bank reaches a stable form 75 4.17 Alternative Technologies/Designs The stabilization of an active gully requires an understanding of the various erosion processes that can occur within a gully, plus the ability to recognize the cause of the erosion and identify appropriate treatment measures. Management options for the Umuagu Isingwu/Umuda Ibeku gully erosion Complex may include the following: 4.17.1 Option One: Rock Lined Chute The rock-lined chute as seen in Plate below is used to lower surface water into the open channel where a gully has developed. The chute is sized according to drainage area and site factors. Proper sizing of the rock to withstand the expected velocity of water in the chute is the key factor. For the installation of this structure a good source of rock must be available in the area. Rock lined chutes as seen in are an essential item in the stabilization of gullies. Wherever practical erosion problems should be stabilized synthetic material should only be used in circumstances where natural based solutions fail to achieve the required stability. Plate 42 Schematic diagram of a rock lined chute Most rock chute fail as a result of poor construction practices and from water passing around the chute or the use of inadequately sized rock (as a result of either a design or construction problems). The critical components of the rock chute design are:  Control of flow entry into the chute;  Determination of an appropriate rock size; and  The design of energy dissipation measures at the base of the chute to prevent undermining of the chute and damage to the gully banks. The upper surface of the rock chute must blend with the surrounding land to allow water to freely enter the chute without being diverted along the edge of the rock lining. 76 The rock size must be based on the flow conditions down the chute, the slope of the chute, the shape of the rocks (i.e. round or angular), and the degree of variability in rock size. The recommended mean rock size for long, straight chutes may be determined. Constraints  The non-availability of rocks in the area could be step back in the use of this alternative 4.17.2 Option Two: Wood Drop Structure Wood has been used in various ways to control soil erosion. Over the past few years, the wood drop structure has been used with much success. The wood must be adequately treated to withstand contact with the soil in a wet condition and adequate drainage around this structure required. Plate 43 Schematic diagram of a wood Drop structure Constraints  As the gully is deep and very wide its encroachment would be continuous with the use of this alternative. Since trapping of sand would be a dependent factor. 4.17.3 Option Three: Do Nothing Option The “do-nothing� option would involve maintaining the status quo. This would mean that no further rehabilitation of the erosion site will be done. This would actually lead to degradation of un-eroded areas thereby causing more harm than good to the immediate environment. 4.18 The Preferred Alternative The preferred alternative would be to implement the current project proposal. This involves civil works as well as revegetation using deep rooted crops (eg vetiverr grass) to stabilize the gully. Also the design will help control run-off and prevent washing off of soil thereby preventing further occurrence of erosion on the site. 77 5 CHAPTER FIVE: ASSESSMENT OF POTENTIAL ADVERSE IMPACTS AND ANALYSIS OF ALTERNATIVES 5.1 Introduction The proposed Rehabilitation of the Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex will lead to several changes in the environment and socio-economic aspect of the project area. A good number of these changes will be beneficial, especially the impacts of rehabilitating degraded land and reducing longer-term erosion vulnerability in the project community. There are a number of approaches for the prediction and evaluation of impacts. The ISO 14001 method is simple to apply and provides a high level of details and also relies on limited data, unlike the other methods that require the availability of large historical data. The ISO 14001 method, therefore, is selected for the identification and evaluation of impacts for the proposed gully rehabilitation project. 5.2 Impact Identification and Evaluation In line with general guidelines for an Environmental Impact Assessment (EIA) process, the following were the basic steps adopted for identification and evaluation of impacts:  Impact identification  Impact qualification  Impact rating  Impact description 5.2.1 Impact Identification The aim of impact identification is to account for the entire potential and associated bio-physical, social and health impacts making sure that both significant and insignificant impacts are accounted for. The anticipated impacts were determined based on the interaction between project activities and environmental sensitivities. The identified potential impacts during the different phases of the proposed project are listed in tables 18-20. 5.2.2 Impact Qualification The identified impacts of the project were qualified based on the following four criteria:  Positive or negative  Short-term or long-term  Reversible or irreversible  Direct or indirect Negative impacts are those that adversely affect the biophysical, health, and social environments, while positive impacts are those, which enhance the quality of the environment. For this study, short-term means a period of time less than three months while any period greater than three months is considered long-term. By reversible/irreversible, is meant whether the environment can either revert to previous conditions or remain permanent when the activity causing the impact is terminated. 78 5.2.3 Impact Rating This stage involves evaluation of the impact to determine whether or not it is significant. The quantification scale of 0, 3 and 5 was used. The system of rating employed was adapted from The International Organization for Standardization ISO 14001– Environmental Management System Approach. The criteria and weighting scale used in evaluating significance are as follows:  Legal/regulatory requirements (L)  Risk factor (R)  Frequency of occurrence of impact (F)  Importance of impact on an affected environmental components (I)  Public perception/interest (P) Legal /Regulatory Requirements (L) This seeks to address the question ‘if there is a legal/regulatory requirement or a permit required?’ The scoring is as follows: 0= There is no legal/regulatory requirement 3= There is legal/regulatory requirement 5= There is a legal/regulatory requirement and permit required The legal/regulatory requirements were identified based on national laws/guidelines/standards (FMEnv) relating to the project activity. Risk (R) This uses a matrix based on the interaction of the probability of occurrence of the impact (Table 9) against consequences of the impact (Table 10). The matrix (Table 11) is referred to as the Risk Assessment Matrix (RAM). Five probability categories are interacted against four groups of consequences. The resultant outcomes are given scores with colour-coding. High-risk categories are red; intermediate risks, yellow and low risks, green as follows: 1=Low risk (green) 3=Intermediate risk (yellow) 5=High risk (red) Table 9: Probability of Occurrence Probability Category Definition A Possibility of Repeated Incidents B Possibility of Isolated Incidents C Possibility of Occurring Sometime D Not Likely to Occur E Practically Impossible 79 Table 10: Consequences of Impact Consequence Considerations Category Safety / Health Public Environmental Financial Disruption Aspects Implications I Fatalities / Serious Impact on Large Major/Extended High Public Community Duration/Full Scale Response II Serious Injury to Personnel / Small Serious / Significant Medium Limited Impact on Public Community Resource Commitment III Medical Treatment for Minor Moderate / Limited Low Personnel / No Impact on Response of Short Public Duration IV Minor Impact on Personnel Minimal to Minor / Little or No None None Response Needed Table 11: Risk Assessment Matrix A B C D E I II III IV Key to Colours Low Medium High Positive 80 Frequency of Impact (F) Frequency of impact refers to the number of occurrence of impact. The frequency of impact was determined using historical records of occurrence of impacts, and consultation with experts and local communities. The criteria for rating the frequency of impacts are outlined in Table 12. Table 12: Frequency rating Criteria Frequency Rating Criteria Low 1 Rare, not likely to happen within project lifespan Medium 3 Likely to happen ≥ 5 years High 5 Very likely to happen throughout the project lifespan Importance of Affected Environmental Component and Impact (I) The importance of the affected environmental components was determined through consultation and consensus of opinions. This was also further facilitated by information on experiences on the impacts of already existing facilities in the proposed project area. The rating of the importance of impacts is shown in Table 13. Table 13: Importance Criteria Importance Rating Criteria  Imperceptible outcome Low  Insignificant alteration in value, function or service of impacted resource 1  Within compliance, no controls required  Negative outcome Medium  Measurable reduction or disruption in value, function or service of impacted 3 resource  Potential for non-compliance  Highly undesirable outcome (e.g., impairment of endangered species and High protected habitat)  Detrimental, extended animal behavioural change (breeding, spawning, moulting) 5  Major reduction or disruption in value, function or service of impacted valued ecosystem resource  Impact during environmentally sensitive period  Continuous non-compliance with existing statutes Public Perception (P) The consensus of opinions among the project stakeholders were used to determine the public perception on the potential impacts and the following criteria were applied (Table 16) The combination of the five impact rating weights forms the basis for judging the level of significance of each impact. A matrix displaying the combination based on the ISO 14001 tool is shown in Table 17. 81 The final ratings of the identified impacts are presented in Tables 17 - 19. In this report, medium and high significant negative impacts were judged to require mitigation, and all positive impacts required enhancement. Table 14: Perception Criteria Public Rating Criteria Perception  No risk to human health, acute and/or chronic Low 1  No possibility of life endangerment for residents, associated communities  Minor reduction in social, cultural, economic values  Unlikely adverse perception among population  Limited incremental risk to human health, acute and/or chronic Medium 3  Unlikely life endangerment for residents, abutting communities  Some reduction in social, cultural, economic value  Possibility of adverse perception among population  Potential for non-compliance  Elevated incremental risk to human health, acute and/or chronic High 5  Possibility of life endangerment for residents, abutting communities  Major reduction in social, cultural, economic value  Continuous non-compliance with statute  Any major public concern among population in study area Table 15: Impact Value and Rating Colour Code Impact Value Cut off Values Impact Rating L+R+F+I+P <8 Low L+R+F+I+P ≥8 but <15 Medium L+R+F+I+P ≥15 F+I >6 High P =5 Positive Positive 5.3 Summary of Associated and Potential Impacts Determination The results of the evaluation of the interactions between the proposed activities and their impacts on environmental and social sensitivities are shown in subsequent pages of this chapter. The identified negative impacts were rated as minor, moderate and major. Beneficial impacts 82 arising from the project were rated as positive. Hence, no further classifications were made on the beneficial impacts. The project is envisaged to have a range of positive environmental and social impacts. Some of these are a function of the objectives of the project, while others are a function of the way in which the project is designed to meet its objectives. Some adverse impacts that may be associated with the rehabilitation of the gully site are highlighted in this subsection (Table 16). Notwithstanding, the ESMP will be prepared to ensure that these impacts are reduced to the barest minimum. Table 16: Summary of Beneficial and Adverse Impacts S/N Positive Impacts Adverse Impacts 1 Community development programs. The frequency and incidence of occupational hazards may rise with during construction activities. 2 Connection and restoration of access to Possibility of seepage of fuel from houses and villages already cut off by the machineries and effluent discharge into the erosion watershed, thus impacting on the water quality. 3 Control and Reduction of water body Contaminated (with human waste) water run- sedimentation rates due to erosion. off into surface water, etc. 4 Gender Issues: Construction activities will Soil destabilization due to vibrations from encourage economic activities, especially construction equipment use. for women. Since there would be a large workforce, petty traders and food-spots owners will benefit immensely from the demand on site. 5 Improved agricultural productivity within Noise and vibration from heavy-duty project the community and Abia state at large. vehicles and equipment resulting in nuisance. 6 Improved livelihood enhancing activities. Disruptions to resident activities within the project area. 7 Increase in social interactions Delayed travel time due to movement of construction equipment or vehicles 8 Initiation/ kick-off of rapid production Increase in sexual activities leading to systems and agricultural practices. possible spread of STIs. 9 Minimization of flooding and control of Grievance and resistance from communities overflow. 10 Promotion of afforestation programs Green House Gas (GHG) emissions from (with all its benefits) vehicular and construction equipment would be generated during the pre-construction, construction and subsequently, operational 83 S/N Positive Impacts Adverse Impacts phases of the project 11 Promotion of goodwill and community Increased generation of solid and liquid appreciation of the NEWMAP intervention wastes. in Abia State and Nigeria at large. 12 Provision of employment opportunities Site clearing will lead to loss of species for both skilled and unskilled workers. diversity and abundance, including soil organisms, fungi, invertebrates, and bacteria. 13 Reduced fear perception of loss of Injuries, falls, accidents, explosions, fires, property, inhabitation and ancestral leakages, accidents etc. origins of the communities. 14 Reduction in mortality/morbidity from Occurrence of social vices (e.g. theft, drug landslides. use, etc.). 15 Reduction of mortality rate. Increase in turbidity of river waters from storm water/ runoff during preconstruction and construction phase. 16 Rehabilitation of the erosion menace in Increase in fugitive dust emission during the community preconstruction and construction phases of the rehabilitation. 17 Reintegration of community and Loss of employment for labourers after the diversification of sources of livelihood. completion of the rehabilitation works, 18 Repair of the watershed gullies Waste generation especially construction wastes. Identified Potential Impacts (by Project Phases) Pre-Construction Phase A. Environmental Impacts Positive  Prior to the commencement of rehabilitation works, a feasibility study and environmental assessment are required to describe the proposed project needs, aid project design, and ensure environmental and socio-economic sustainability of the project and the project community.  The project will undertake a stakeholders/public consultation exercise to sensitize the stakeholders in the project command area and beyond on the environmental safeguards components of the project. The public consultation process is seen to be a positive impact, as it will form a basis for project design and implementation of decision-making. 84 Negative a. Air Quality  The pre-construction phase will give rise to fugitive dusts and frequent exhaust emissions into the atmosphere as equipment is delivered to the Site and along access roads where the proposed rehabilitation works will take place. b. Soil  Leakages may occur from stacked equipment containing oil such as engine oil. This could result in the seeping-through of oil into the soil, thereby leading to possible contamination of soil, surface water and ground water.  Soil compaction and soil structure changes may occur due to influx and stationary positioning of heavy duty equipment and vehicles Surface Water  Leakages may occur from stacked equipment containing oil such as engine oil. This could result in surface water contamination by run-off. c. Noise and Vibration  During the pre-construction activities the WHO/FMEnv permissible noise level (90dB) may be exceeded due to mobilization of heavy machinery to the rehabilitation site. B. Social Impacts Positive  The project will undertake a stakeholders/public consultation exercise to sensitize stakeholders in the project command area and beyond on the social safeguards to ensure project sustainability. The public consultation process is seen to be a positive impact, as it will form a basis for project concept decision-making and implementation. Negative a. Land Acquisition  Possible unresolved issues during land acquisition process from members of the community which may result in conflict between contractors and land owners.  Hostile and unfriendly community attitudes during land acquisition process.  Decrease in accruable income from land b. Noise  Noise from heavy-duty project vehicles and equipment may exceed the WHO/FMEnv acceptable noise level limits, resulting in nuisance. c. Others  Possible disruptions of movement of residents within the project area to places of work, and businesses, as a result of movement of equipment and materials along access roads, resulting in loss of man-hours and negative perception of the project amongst road users and residents. 85  Properties particularly farmlands may be accidentally damaged or destroyed during the movement of heavy duty vehicles and equipment.  Accidents involving vehicles or pedestrians may occur during vehicle and equipment movement to site. C. Occupational Health and Safety Positive  During the pre-construction phase, Occupational Health and Safety (OHS) awareness programs will be conducted. Awareness programs and interactive sessions will benefit primarily the contractors’ personnel, schools, residents and businesses. Guidelines on safe practices and safe behaviours will be made available to these groups in order to minimize the occurrence of occupational incidents or accidents in the course of implementing project activities Negative  During the pre-construction phase air pollution from exhaust fumes of vehicles and release of fugitive dust as a result of equipment moving to the work area may occur. This will pose an occupational health risk (respiratory infections and diseases), especially for people residing in and carrying out activities around the project rehabilitation area and also, contractor personnel, and personnel conveying equipment.  Exposure to noise pollution, injuries and accidents during movement of equipment to the work areas. Construction Phase A. Environmental Impacts Positive  Channelization of flood waters: Drainage channels will be constructed, to channel storm water to collector drains at the gully head.  Construction of suitable sized and aligned collector drains at the gully head to collect and lead the storm water/runoff from the roads into drop structures.  A chute will be constructed to channel water into the stilling basin. This will enable the controlled flow of water from the collector drain to the stilling basin.  The phase will allow for recovery works for land located within the gully, so as to safeguard residential properties at risk of erosion.  Re-vegetation activities will be carried out, to provide cover for the eased out slopes, channels, chute and the stilling basin. The structured vegetation to be applied include sand bags, erosion resistance trees, plants and grasses in other to make the area environmental friendly and to improve the aesthetic of the project area.  Stabilization (even out/ uniformity) of the slopes, where feasible to prevent further collapse of the slopes 86 Negative a. Climate Change  Climate change impacts need to be assessed from two perspectives. Firstly the impact of the project on climate change and secondly the impact of climatic change on the project scheme and its infrastructure.  Green House Gas (GHG) emissions from vehicular and construction equipment would be generated during the pre-construction, construction and subsequently, operational phases of the project. These emissions would be the primary impact of the project on climate change. GHG emissions are considered based on three “scopes� – Scope 1 (direct emissions), Scope 2 (indirect emissions) from the consumption of purchased energy [Purified Motor Spirit {PMS}, diesel] and Scope 3 (other indirect emissions) b. Air Quality  Emission of Green House Gases, Dust and Particulates: Emissions from exhaust fumes will originate from mobile sources including vehicles, trucks and heavy equipment during construction works.  Excavation and other civil works will lead to the increase in fugitive dust.  Civil works will cause changes in the air and atmospheric conditions of the project area and surrounding environment. Fugitive dusts, machinery exhaust fumes [nitrogen oxides (NOX), carbon monoxide (CO), sulphur oxides (SOx), hydrocarbons and suspended particulates], and dusts from rehabilitation/construction activities will impact negatively on air quality. Air pollution from machineries will be short-termed, moderate and localized. c. Soil  Construction machinery stationed and moving around the area can create soil compaction, which may harm the soil’s future potential as farmland, impair drainage and increase the risk of flooding.  Excavation and compaction activities through construction works will alter the soil properties including loss of valuable top soils.  Accidental spillage of chemicals and fuels from the operation and maintenance of construction vehicles and equipment will pose negative impacts to surface and future groundwater quality. d. Water Quality and Hydrology  Increased pressure on water resources during construction works  During construction works, seepage of fuel from machineries and effluent discharge into the watershed may occur, thus impacting on the water quality  During the rehabilitation works, there may be potential for sediment/contaminant laden water runoff to impact on water quality. The contaminants in water runoff may have the potential to enter existing drainage channels and into local watercourses, affecting downstream users and aquatic life. 87  Flood draining activities may introduce chemicals into water bodies leading to possible changes in water colour and pH levels, pollution and eutrophication in surface water. e. Noise and Vibration  The project area is a built-up area with residential houses, schools, market and a hotel. The civil works will generate noise and vibrations on site and surrounding environment. Most activities associated with road project starting from the pre- construction phase to the construction phase would generate relatively high levels of noise and would be mainly from heavy equipment. The noise levels generated by construction equipment would vary significantly, depending on such factors as type, model, size, and condition of the equipment, operation schedule, and condition of the area being worked. Accordingly, potential impacts of site monitoring and testing activities on ambient noise level would be expected to be temporary and intermittent in nature.  Vibrations resulting from construction equipment may cause further soil destabilization and consequent erosion. f. Waste  Construction activities will lead to the production of solid wastes - soil excavated debris, metal scraps, plastics, wood, waste concrete, papers and cartons, etc.  Increased generation of liquid waste – concrete washings, canal watering, etc.  Construction crews may generate solid and liquid wastes (sewages). Uncontrolled and untreated, these wastes are major sources of pollution, disrupting the ecosystem and contributing to local (and sometimes much broader) health problems. g. Flora and Fauna  Alteration of habitat and biodiversity may occur, due to human activities and disturbance on the natural habitat. Site clearing will lead to loss of species diversity and abundance, including soil organisms, fungi, invertebrates, and bacteria. It will also lead to loss of food sources, fauna habitat, breeding grounds and nesting sites.  Reduction in the number of native wildlife  During mobilization of equipment, construction activities such as grading, dredging, filling, excavation etc., Weed invasion/proliferation of opportunist species (weeds & pests) may occur. h. Topography  Scarification of natural landscape of the project site. B. Social Impacts Positive a. Employment 88  Employment of skilled and unskilled labour will be promoted. Artisans and professionals from the project area will be provided contractual employment during this phase. This will help promote community goodwill. b. Economic Benefits  This phase will encourage economic activities within and around work areas. Petty traders, food vendors and other small businesses will benefit from the demands at the work site. c. Waste Management  The construction phase will see to the implementation of a viable waste management plan for project activities. d. Occupational, Health and Safety  Occupational health and safety efforts will be intensified during the construction phase as signage, warning and hazard signs will be put up to inform residents and others, about the on-going rehabilitation works in sensitive areas.  The phase will encourage the conduct of Occupational Health Risk Assessment (OHRA), Job Hazard Analysis (JHA), Hazard Communication Program (HAZCOM), OHS trainings and other proactive safety strategies (fulfilling the social and fiscal imperatives) which will help reduce the occurrence of on-site incidents/accidents and the resultant burden of direct or indirect compensation costs. Negative a. Impact on Livelihood/Community Activities/Social Stress  During the rehabilitation works there are bound to be restriction in movement, which will affect residents and business owners in the project area.  Gully rehabilitation activities may disrupt use of access roads by other users including travellers. There may be occurrences of traffic congestion on access roads as a result of intermittent movement of equipment and materials into and from the rehabilitation work area. There is high likelihood that when moving these equipment and personnel along these roads, the transport activities of the community could be disrupted and this could have impact on the socio-economic activities of the community.  Flooding in other areas may occur during construction activities (construction of drainage), which can lead to destruction of lands, and properties.  Human Displacement: Civil, re-vegetative, and watershed management may require the relocation of surrounding residents and their sources of livelihood.  Social unrest as a result of non-participation/hiring of locals in the construction/ rehabilitation project. b. Social Vices  The project will attract a significant workforce. Associations between workers and local residents may lead to casual sexual relationships, thereby increasing the risks of sexually transmitted infections (STIs) and HIV  Vices such as theft, drug use, casual sex (with minors, prostitutes, etc.), small scale gambling, rape, etc., may arise due to the influx of project workforce into the area. c. Health and Safety 89  Incidences of respiratory conditions and respiratory diseases (silicosis, asthma, bronchitis, upper respiratory infections may occur due to air contamination by exhaust fumes and dust resulting from civil works.  Possible spread of water borne diseases (e.g. Cholera, Dysentery, Amoebiasis, Salmonellosis etc.) may occur.  Possible outbreak of HIV/AIDS and other STDs.  During construction activity through creation of pools of stagnant water there may be an increase in malaria cases  Exposure of workforce to attack by poisonous insects, reptiles and other dangerous wild animals. These attacks could result in injuries, poisoning or even death.  The frequency and incidence of occupational hazards may rise with during construction activities.  Accidents may occur during the construction phase as a result of increased vehicular movements d. Noise and Vibrations  This phase will cause noise and vibration nuisance e. Waste  The construction phase will give rise to increased generation of waste from construction activities f. Archaeological and Cultural Loss  Construction works may impact on sensitive sites such as shrines, graves etc. g. Conflict  Conflict may arise between community members and contractor. This may hinder or slow down project implementation activities. h. Traffic  Existing travel patterns will be negatively impacted during the construction phase of the project. C. Occupational Health and Safety Negative  In the course of rehabilitation works, there would be a moderate to severe likelihood of the occurrence of workplace hazards. Activities using heavy and light equipment such as graders and bulldozers could predispose personnel to hazards. “Unsafe behaviours� and “unsafe conditions� will pose serious occupational health and safety risks.  Contact with natural hazards such as animals, insects, poisonous plants and reptiles. 90 Operational Phase A. Environmental Impacts Positive  Repair of watershed gullies and rehabilitation of erosion menace. Proper erosion and watershed management as flood waters and run-off will be efficiently controlled.  Improved access road for between villages in the communities. This will immensely benefit community residents and other road users.  Stabilization of the gully erosion, this preventing further erosion from occurring.  Aesthetic modifications will promote good ambience within the gully erosion.  Availability of water (in the stilling basin) for agricultural use.  Control and reduction of water body sedimentation rates due to erosion.  Promotion of afforestation programs Negative a. Water Quality  Roadway runoff, wastes (municipal solid wastes, agricultural wastes, effluent, hazardous wastes etc.) may cause turbidity, changes in water colour and in pH levels. b. Odour  Release of foul smell from the collector drains, chute and stilling basin as a result of runoff/storm water containing decaying matter. c. Blocked Drains  There may be sediment laden run-off/storm water which may block the collector drains whereby affecting water flow. B. Social Impacts Positive a. Livelihood  Proper erosion and watershed management as flood waters and run-off will be controlled.  With the rehabilitation of the gully, the risk of land and properties being carried away will be significantly reduced. Reduced fear perception of loss of property, inhabitation and ancestral origins of the communities.  Increase in project area development and business opportunities  Improved access between villages and communities thus increasing social interactions. Reintegration of community and diversification of sources of livelihood.  Improved agricultural productivity within the community and Abia state at large.  Initiation/ kick-off of rapid production systems and agricultural practices.  Reduction in mortality/morbidity from landslides. b. Education 91  The rehabilitation in the gully area will lead to educational and social tourism to the project (for example university students studying various the fields of erosion and watershed management and engineering), and Industrial Training and those requiring hands-on experience.  Increase in community development programs c. Traffic  Increase in traffic within the roads and access roads of the project d. Control  Control and monitoring of human activity e.g. farming, building etc. within the recovered areas and eased out side slopes Negative a. Loss of Employment  At the end of the project lifetime the project workforce will be demobilized. This will bring about loss of jobs for the project workers. This will translate to loss in income and business opportunities. Most of the small scale businesses that provided goods and services to the road crew members will either windup or experience significant reduction in the volume of business with the demobilization of the project and this too will translate to loss of income b. Air Quality  Increase vehicular emissions from road users c. Waste  Indiscriminate dumping of waste may lead to blocking of drainage channels and sanitation issues. d. Conflict  There may be land use conflict in managing the erosion site e.g. ecological, grazing and farming e. Health and Safety  The stilling basin could become a breeding site for disease vectors e.g. flies and mosquitoes. Possible spread of water borne diseases (e.g. Cholera, Dysentery, Amoebiasis, Salmonellosis etc.) may occur.  Increase in respiratory problems amongst local residents as a result of increase in road users.  Increase in vehicular accidents along constructed/rehabilitated access roads. C. Occupational Health and Safety Positive  Implementation of site-specific occupational health and safety management plans (OHSMPs) 92  Monitoring for occupational health and safety risk assessment (OHSRA) report data.  Continuous job hazard analysis and process hazard analysis (JHA and PHA)  Implementation of a hazard communication program (HazCom)  Reduced direct and indirect costs as a result of pro-active safety strategies.  OHS Training  PPE availability Negative  There may be flood risk associated with the stilling basin. This is likely to occur when the impoundment level of the stilling basin exceeds the safety level.  Injury of workers and the public during the operation and maintenance activities. 93 Table 17 Identified Potential Impacts and Rating - Pre Construction Phase Project Phase Component Sub- Potential Impact Description Likelihood Consequence Rating component Air Fugitive dust and Direct Medium Considerable Moderate exhaust fumes from vehicles Negative Short-term/long-term Local/widespread Reversible Soil Soil compaction Direct Medium Considerable Moderate and soil structure Low changes due to Negative influx and Short-term stationary positioning of Local heavy duty equipment and Reversible vehicles Leakages from Direct Moderate stacked Pre- equipment and Negative Medium Considerable construction Environment subsequent Short-term Phase seeping through of contaminated Local oils and chemicals Reversible Noise Increase above Direct Medium Considerable Moderate permissible noise level, (90dB) due Negative to movement of Short-term vehicles, equipment and Local/widespread machines to the gully erosion site Reversible Vegetation De-vegetation – Direct Medium Little Minor Loss of flora and fauna Negative Short-term Local/widespread Reversible/Irreversible Project Phase Component Sub- Potential Impact Description Likelihood Consequence Rating component Land Conflict between Direct Medium Considerable Moderate Acquisition contractor and land owners, due Negative to unresolved Short-term issues during land acquisition Local process Reversible Decrease in Direct Medium Considerable Moderate accruable income Pre- Negative due to sale of construction Social land Short-term/Long-term Phase Local Reversible Traffic Traffic Direct Medium Considerable Moderate congestion/travel delay Negative Short-term Local/widespread 94 Reversible Noise Nuisance to Direct Medium Considerable Moderate surrounding residents/ Negative communities Short-term Local Reversible Others Accidental Direct Medium Little Minor destruction of low property such as Negative farmlands Short-term Local Reversible Grievances Direct/Indirect Low Little Minor Negative Short-term Local Reversible Accidents Direct/Indirect Medium Considerable Minor involving vehicles Low or pedestrians Negative Short-term Local Reversible Others Blocked access Direct/Indirect Medium Considerable Minor route to places of Low work, residence Negative Pre- construction and business Short-term Phase Social Local Reversible Pre- Air Exposure to Direct Medium Considerable Moderate Construction respiratory disease risks Negative from dusts, Short-term /long-term exhaust fumes of equipment and Local/wide spread vehicles Reversible Occupational Health and Safety Health and Exposure to Direct Medium Great Major Safety injuries and accidents during Negative movement of Short-term /long-term equipment Local/wide spread Reversible 95 Table 18 Identified Potential Impacts and Rating - Construction Phase Project Phase Component Sub-component Potential Impact Description Likelihood Consequence Rating GHG Direct /indirect Medium Considerable Minor Emissions low Negative Climate short-term/Long-term Change Local/widespread Irreversible Cement dust, Direct Moderate Considerable Moderate fugitive dust, welding Negative fumes, short-term/Long-term exhaust Air fumes, Local/widespread hazardous gases (NOx, Irreversible CO, SOx, PM 2.5, PM 10) Destabilizatio Direct Medium Considerable Moderate n of soil structure/ Negative Increase of short-term erosion site Local Reversible Construction Compaction Direct Medium- Considerable Moderate Phase of top soil due high to movement Negative Soil of heavy short-term vehicles and equipment Local Environment Reversible Contamination Direct Medium- Considerable Minor of soil by oil low spills, fuel, Negative etc. short-term Local Reversible Direct/Indirect Medium Considerable Moderate Discharge of Negative sediment laden run-off Short-term/Long-term into water Local/Widespread bodies Water Reversible quality/hydrol ogy Contamination Direct/indirect Medium Considerable Moderate from (oils, fuel, chemical Negative substances short-term/long-term etc.) Local/widespread Reversible Contamination Direct/indirect Medium Considerable Moderate by human faecal wastes Negative Water Construction Environment quality/hydrol short-term/long-term Phase ogy Local/widespread Reversible 96 Noise Direct Medium- Considerable Moderate pollution and high vibration Negative nuisance as a short-term result of on- going Local rehabilitation works. Reversible Noise and Vibration Soil Direct Medium Considerable Minor destabilization low due to Negative vibrations short-term from construction Local equipment use Reversible Waste Increased Direct Medium Considerable Moderate generation of solid and Negative liquid wastes short-term Local Reversible Biodiversity Loss of flora Direct Medium Considerable Moderate and fauna High Negative short-term /Long term Local Reversible/irreversibl e Project Component Sub- Potential Description Likelihood Consequence Rating Phase component Impact Socio- Disruptions to Direct Medium Considerable Moderate economic resident activities activities Negative within the short-term project area Local Construction Reversible Social Phase Blocked Direct Medium Considerable Moderate access route/Restrict Negative ed access short-term Local Reversible Public Negative Direct Medium Little Minor perception among Negative residents and short-term commercial establishment Local s etc. about the project. Reversible Construction Social Phase Possible Indirect Medium Great Moderate human displacement Negative short-term Local Reversible 97 Traffic Delay in travel Direct Medium Little Minor time low Negative short-term Local Reversible Education Noise Direct Medium Considerable Moderate disturbances to the serene Negative learning short-term environments. (name of Local school) Reversible Health and Increase in Indirect Medium Great Major Safety sexual high activities Negative leading to short-term possible spread of Local/widespread STDSI Reversible Incidence of Direct Medium Considerable Moderate respiratory diseases due Negative to air short-term contamination by fugitive Local dusts and exhaust Reversible fumes Residents and Direct Medium Great Moderate workforce exposed to Negative accidents and short-term injuries Local Reversible Incidence of Direct Medium Considerable Moderate water borne diseases (e.g., Negative dysentery, short-term typhoid, cholera) Local Reversible Behaviour Occurrence of Indirect Medium Considerable Moderate social vices (e.g. theft, Negative drug use etc.) short-term Local Reversible Noise Nuisance due Direct Medium Little Minor to increase in noise levels Negative Construction Social short-term Phase Local Reversible Project Conflict Direct Medium Considerable Moderate Performance between community Negative members and short-term contractor Local Reversible 98 Grievance and Direct/Indirect Medium Considerable Moderate resistance from Negative communities Short-term/long- term Local Reversible Construction Occupational Personnel Injuries, falls, Direct/Indirect Medium Considerable Moderate Phase Health and safety accidents, high Safety explosions, Negative fires, Short-term/Long- leakages, term accidents etc. Local/widespread Reversible Table 19 Identified Potential Impacts and their Ratings - Operational Phase Project Component Sub- Potential Description Likelihood Consequence Rating Phase component Impact Air Exhaust fumes Indirect Medium Considerable Moderate from road users Negative Short-term/long- term Local/widespread Irreversible Noise Nuisance due Indirect Medium Considerable Moderate to increase in noise levels Negative Short-term/long- term Local Environment Reversible Water quality Contaminated Indirect Medium Considerable Moderate and (with human hydrology waste) water Negative Operational Phase run-off into Short-term/long- surface water term etc. Local/widespread Reversible Water flow Blocked drains Indirect Medium Considerable Moderate (with sediment) Negative impeding Short-term water flow Local Reversible Employment Loss of Indirect High Little Moderate employment (engaged Negative Social contract staff short-term on the project) Local Reversible 99 Health and Increase in Indirect Medium Considerable Moderate Safety water borne diseases Negative (malaria, short-term typhoid, cholera) Local Reversible Increase in Indirect Medium Considerable Moderate vehicular related Negative accidents short-term Local Reversible Increase in Indirect Medium Considerable Moderate respiratory problems Negative amongst local short-term residents due to increase of Local road users Reversible Occupational Personnel Injury of Direct Low Considerable Minor Health and safety workers during Safety operation and Negative maintenance short-term/Long- activities term Local/widespread Reversible 5.4 Mitigation Measures for Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex Gully control is one of the most important restoration methods used in watershed management, and timing is an essential element. The civil work in all structural and vegetative control measures selected should be completed during the dry and early rainy season. Otherwise, the incomplete structural work can easily be destroyed during the first rainy season. In addition, vegetative measures such as the planting of tree seedlings and shrub and grass cuttings cannot begin until structural work is complete. Each continuous gully in the gully system should be regarded as a basic treatment unit, and all the control measures in that unit should be finished before the rainy season. This is important because any continuous gully head that is left behind is capable of affecting the watershed again. 5.4.1 Selection of Mitigation Measures The duty of selection of Mitigation Measures is bound on the Client (SPMU/World Bank) as recommended by the ESMP Consultant. The main criteria for selecting structural control measures (See Table 20) should be based on: (a) The size of the gully catchment area, (b) The gradient and the length of the gully channel. The various portions of the main gully channel and finger gullies should be stabilized either by brush fills; earth plugs and brushwood, log, and loose-stone check dams. The lower parts are treated with loose-stone or boulder check dams. At a stable point in the lowest section of the main gully channel, for example, on a rock outcrop, a gabion check dam or cement masonry 100 check dam should be constructed. If there is no stable point, a counter-dam (gabion or cement masonry) must be constructed in front of the first check dam. The points where the other check dams will be constructed are determined according to the compensation gradient of the gully channel and the effective height of the check dams. Table 20: Criteria for Selection of Control Measures for a Continuous Gully Length of main Gradient of main Catchment area of Required structural measures for each gully channel gully channel gully portions (ha) portion of main gully channel portions (m) portions (%) - - 2 or less Above gully heads: Diversion ditches or channels 100 or less (from Various 2 or less Maximum 100m from gully head: Brush gully head) fills, earth plugs, woven-wire, brushwood, log and loose stone check dams. These measures can also be constructed in branch gullies. 900 70 or less 2 - 20 Between 100m – 1000m: Boulder check dams, retaining walls between check dams if necessary, one gabion or cement- masonry check dam is usually constructed as a first check dam instead of a boulder one. Note: All structural measures must be accompanied with vegetative/bio-remediation measures (planting of tree seedlings, shrub and grass cuttings, and sowing of tree, shrub and grass seeds). 5.5 Risk and Danger Assessment/Management Development projects of this magnitude often have associated risks or dangers. These could be commonplace risks that are almost inevitable, such as the risk that a member of the team is sick for part of the project. There may be some unlikely but high impact risks such as the risk that the rehabilitation could cause the loss of source of livelihood. Therefore there is the need to constantly assess the risks and take action as needed. Three possible outcomes can be envisaged for the risk; (a) Take action now to avoid the risk, to reduce its likelihood, or to reduce its impact, (b) Make contingency plans so that the team is ready to deal with the impact and mitigate the risk should it occur, (c) Agree that it is an acceptable risk to take no action and hope that the risk does not occur. Risks can then be managed as follows; (a) Identify all realistic risks (b) Analyse their probability and potential impact (c) Decide whether mitigating action should be taken now to avoid or reduce the risk and to reduce the impact if it does occur (d) Where appropriate, make plans now so that the proponent is prepared to deal with the risk should it occur (e) Constantly monitor the situation to watch for risks occurring, new risks emerging, or changes in the assessment of existing risks. 101 Plate 44: Risk Assessment Process 5.5.1 Assessing risks at the start of a project It is expected that during the Project conception, the headline risks should be considered as part of the overall benefit model. At this stage, one will not be dealing with a full catalogue of risks, consequences and actions. You will focus on the main areas that affect either the justification of the project or the manner in which it will be carried out. Also it will be necessary to instigate some specific activities to examine risk, for example additional interviews, workshops and brainstorming sessions. Where there is a specialist area involved, you should consult with an appropriate expert. A good technique for presenting these issues is to use a risk matrix showing the probability of different headline risks in comparison with their relative impact on the project's goals. Plate 45: Risk Matrix 102 This focuses attention on the areas where the project plan will need to address key issues and where specific actions and techniques may be required. Note how this example suggests that the biggest area of concern tends to be with the "people issues". The human element of a solution is often the most overlooked aspect. Sponsors and steering committee members are often very busy people and want the key risks spelt out into maybe the top ten they should consider. You can use these to raise the most vital points that need executive attention, but remember it is your job to make sure all significant risks are considered and dealt with. The other thing you should do early on is to decide upon the procedures and technology for managing risk. In most cases you will use some form of technology, preferably as part of a set of integrated Project Office tools. The procedures should make it easy for all participants to submit their thoughts and concerns. Always capture the thought. You may dismiss it later if appropriate, but you should always consider and assess the input. 5.5.2 Assessing risks at the start of each phase When you prepare in detail for each phase of work you should look at the risks in detail. Try to identify all realistic risks that should be considered. In most cases, it will be worth capturing the information electronically in a risk register. It should include: (a) A reference code for the risk (b) A description of the risk; (c) Who owns this risk (i.e. who is accountable for monitoring it and taking action); (d) The probability of the risk occurring; (e) A description and quantification of the potential impact of the risk; (f) The likely cost to the project if that risk occurs; (g) Optionally, the proximity of the risk (i.e. how soon could it strike); (h) The severity of the risk and/or priority for dealing with it; (i) What actions should be taken now to reduce the probability and/or impact and by whom; (j) Optionally, a re-assessment of the probability, impact and priority of the risk after those planned mitigation actions have been taken; (k) What contingency plans should be formulated now so that NEWMAP is ready to act if the risk occurs; (l) Optionally, tracking information for the actions proposed above (who, when, status, etc.); (m) When the risk should next be assessed (timing or trigger). In a quantitative risk assessment, considerable evidence is gathered to quantify the probability and impact of the risk. This is a specialised area and uses specialised tools, but the simple logic is impact x probability = expected cost. The purpose of qualitative risk management is to focus leadership attention on risks that merit their attention. It is not helpful to present a high degree of precision since the risks have not been thoroughly quantified and the point is not to calculate their precise expected impact. Often the probability and impact are simplified to categories such as High, Medium and Low - or maybe 3, 2 and 1. Most people want to multiply qualitative probabilities with qualitative impacts to show 103 severity. Mathematically, this is not logical as we are not dealing with quantified values. Some people prefer to add the scores or you could use a look-up table, but any way of focusing attention can be used if it conveys the key points to the leadership. The example below shows a risk severity prioritisation table used to identify Risk Level from Probability and Impact. Table 21: Risk severity prioritization table The table below shows some specific risks identified for the rehabilitation project Table 22: Identified Risk, Ratings and Response to Risk IDENTIFIED RISKS PROBABILITY IMPACT RESPONSE Team members leave or High Low Ensure the plan has contingency built become sick into it to allow for less than expected resource availability Key team member Medium Medium Ensure project procedures include becomes available good knowledge sharing and documentation so that the thought process, designs and decisions are not lost. Solution does not meet Low High Ensure good participation and the project needs collaboration involving representatives and resources from all stakeholders Insufficient participation High Medium Ensure the Project Sponsor and from stakeholders supporting sponsors are aware of the importance of promoting and rewarding participation. This message should be conveyed to the stakeholders. 104 IDENTIFIED RISKS PROBABILITY IMPACT RESPONSE Significant change in the Medium High Project needs may sometimes project and its change, so plan the project so that it consequent needs (eg could adjust rapidly at relatively low restructuring) cost, for example, a number of short incremental steps towards the goal could be easier and cheaper to re- direct than one enormously long delivery project. Technical solution has Low High Invest in appropriate levels of testing. major flaws Consider a period of parallel running. Have a fallback contingency plan to revert to a previous system if necessary Technical solution has High Low Put in place an "early care" operational flaws programme to deal with immediate snags. Ensure processes, resources and responsibilities for on-going maintenance are established well before live date System failures High Medium Invest now in fault tolerant components and adequate redundant contingency resources. Ensure the plan includes appropriate backup, recovery, and disaster recovery procedures (and tests them). PAPs fail to use the Medium Medium Plan for a detailed Training Needs alternative livelihood Analysis and put in place an options effectively and appropriate training programme. efficiently Consider how to coach and support users after live date PAPs resist the changes High High Use change management experts to assess the issues and create a change programme. Co-ordinate communications and sponsorship activities to convey the message. Confront big issues early in the project (not just before live operation). Dependency with other Low Medium Plan to accommodate other projects systems and projects with minimal or no negative impact on the proposed sub project. Degree of executive High High Ensure that the executive is carried support required to along from project conception all succeed through the life cycle of the project. These risks and implications should be discussed with the relevant leaders and participants. Planned responses to those risks should be agreed by the World Bank and NEWMAP. 105 5.5.3 Managing the risks Risk management should be seen as a continuous process throughout the project. Once the initial risk register and procedures have been established the PMU, and all project participants should be alert for new, changing or occurring risks. Participants should be briefed on the importance of this and the specific procedures. Procedures for reporting risk should be as easy as possible. Feedback from all participants should be encouraged and rewarded. The PMU should review the risk register proactively on a regular basis. They should check the status of potential issues, for example, by calling the responsible party and checking if there has been any change in status. The Project Coordinator should also review the register on a regular basis and take action as required. Headline information on risks would be reported to the leadership along with the other project performance data. Where risks occur, they need to be managed therefore a contingency plan should be formulated and the Project Coordinator should be able to take immediate action to mitigate the impact. Some of these methods stated below can be employed also in the management of risk for the rehabilitation project; Transfer of risk Contractual clauses are intended to transfer risks. When laying-off risks, weigh up the frequency of occurrence against the level of premium paid for the transfer. It can be unwise to pass a risk that is difficult to assess to the contractor as they may either increase their prices, or disregard it when preparing their bid and then find they are in difficulty later. Acceptance of risk The client may carry highly unpredictable and poorly defined risks as the alternative might be to unacceptably inflate tenders. Avoidance of risk Redefine the project goes a long way in helping avoid risk. Clarification of responsibilities, remuneration, and expenditure at the beginning of the project will help avoid problems. Insuring against risk Most standard form contracts insist on certain types of insurance, such as; insurance against fire, professional indemnity insurance and so on. Doing nothing about risk Either none of the project team considers the risk, or they consider the risk and decided that they already lie with those who could best control them. Allocating risk through methods of payment One of these two ways can be used in allocating risk through payment method. (a) Fixed price: items paid for based on the contractor’s predetermined estimate (b) Cost reimbursement: items paid for based on what the contractor spends in executing the work. However, there will be need to balance the envisaged risk. This can be achieved through one of the following contractual approach Design and build There is a single point of responsibility with the contractor for both the design of the project and operations on site. As such, most of the risk lies with the contractor, particularly where the contract is let on a lump sum basis. However, risk is increasingly transferred back to the employer as more preparatory design work is carried out before the contract is let. 106 Traditional contract With traditional lump-sum contracts, the intention is that there should be a fair balance of risk between the parties. The employer is responsible for the design and the contractor for the operations on site (although this is complicated when nominated sub-contractors and suppliers are included). The balance can be adjusted as required, but the greater the risk assigned to the contractor, the higher the tender Plate is likely to be. The risk to the employer is lessened by the contract being let on a lump-sum basis, although in reality, no price is 'fixed'. Management contracting In management contracting the balance of risk lies with the employer. Separate works contracts are let, and the employer may continue to develop the design during construction, hence there may be little certainty about cost or time. However, the risk of delays and defects are associated with the responsibility for the works contract. In some cases the management contractor may absorb this risk and with a resulting increase in price, although this may compromise their 'impartiality'. 107 6 CHAPTER SIX: ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN 6.1 Overview The range of environmental, social and occupational health and safety issues associated with the rehabilitation works for the Umuda Isingwu/Umuagu Ibeku Gully Erosion Complex will be described in a matrix table format for the environmental and social management plan (ESMP). The table (23-25) also includes columns for Monitoring Indicators, monitoring parameters, monitoring instruments, monitoring locations, Monitoring Frequencies, monitoring responsibilities and costs. It outlines the corresponding mitigation measures for potential environmental and social impacts; and occupational health and safety risks that are envisaged to occur during activities. Since the project consists of civil rehabilitation works basically, majority of the environmental and social impacts and occupational hazards will be expected to arise during the construction phase of the project. The ESMP also covers potential impacts as perceived during the pre-construction and operation phases. 6.2 Institutional Arrangement for ESMP and Monitoring Plan It is envisaged that the environmental and social impacts and their designed enhancement and mitigation measures shall be monitored during implementation of the construction/rehabilitation works and operation phases. The roles and responsibilities for monitoring the environmental and social impacts and the implementation of the ESMP are as follows. Overall sub-project coordination will be housed in the State Project Management Unit (SPMU), of Abia State NEWMAP Office. They will oversee the day-to-day project management and ensure that environmental and socio-economic concerns and management as elucidated in the ESMP are integrated into all aspects of project implementation. The Abia State Ministry of Environment; herein referred to as State Ministry of Environment (SMEnv); National Environmental Standards Regulatory Enforcement Agency (NESREA), and Abia State Environmental Protection Agency (ASEPA) will monitor, evaluate and audit the implementation of the ESMP to ensure that the rehabilitation works and project operations meet “best environmental practices�. Awareness creation exercises on HIV/AIDS, environmental protection and personal hygiene and sanitation shall also be undertaken for contactors personnel and all stakeholders involved in project implementation. 108 Table 23 ESMP - Pre-Construction Phase Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility( (Mitigation) Monitoring) Sprinkling of Air quality 2-3km Air Twice monthly Mitigation: Monitoring: water via parameters Radius quality FMENV, spraying are within of test Contractor SMENV, PMU, devices to limit permissible project Contractor Mobilizati dusts. Limits area on of Increase in workers, amounts of equipmen fugitive dusts Ensure that Ensure that 2-3km Air Every two t and and exhaust vehicles are vehicles are Radius quality months other fumes from serviced; serviced; of test materials Environment Air movement of undergo undergo project 4,500 into heavy-duty vehicle vehicle area Umuda vehicles and emission emission Isingwu/U equipment testing (VET) testing (VET) muagu into work and vehicle and vehicle Ibeku areas. exhaust exhaust Erosion Site screening screening (VES) as laid (VES) as laid down in the down in the NESREA NESREA guidelines. guidelines. 109 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility( (Mitigation) Monitoring) Loss of top Limit zone of Visible Project Visual Weekly Mitigation: soil and soil vehicle and demarcation camp observat PMU and compaction equipment of vehicles sites and ion, Contractors due to weight impacts and equipme movement of (designate an equipment nt Soil vehicles to area for limit zone packing Compact site and parking and zones ion test Warning signs, Mobilizati stacking of stacking flags will be on of heavy-duty equipment) utilized to alert workers, equipment users, so as to equipmen reduce risks t and associated other with the materials rehabilitation Soil 8,000 into of the project Umuda Isingwu/U muagu Leakages Ensure Installation of Project Soil Weekly Monitoring: Ibeku from stacked fastening of impermeable camp quality SMENV, Erosion equipment loose parts platform at sites and test ASEPA, PMU Site and (bolts, nuts); limit zone. equipme subsequent Install nt intrusion of impermeable packing oil and surface at the zones chemical limit zone to substances contain into soil. potential leakages 110 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility( (Mitigation) Monitoring) Mobilizati Increase The effective Options for 2-3Km Noise Weekly Mitigation: Monitoring: 800 on of above control of noise impact Radius level PMU, SMEnv, ASEPA workers, permissible noise from mitigation are of testing Contractor equipmen noise level, vehicles and being project t and (90dB) equipment implemented site other during during this materials movement of phase may be into vehicles, achieved by Umuda equipment considering the Isingwu/U and following muagu machines techniques: Ibeku (site-specific Erosion and  Alternativ Site widespread). e design A Logarithmic options; scale in decibels (ie  Mitigation Decibel at the Environment Noise source; Sound Pressure Level) was  Mitigation used. along the path; and  Mitigation at the receiver For minimal disturbance it will be advised that equipment is transported when it will cause least disturbance 111 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility( (Mitigation) Monitoring) Displacement Contractors Vegetation Project For a Monthly Monitoring: of soil fauna should limit clearing is Commun and PMU and damage vegetation limited to ity fauna to flora. clearing to precise areas especiall studies Mitigation: minimum y access in Contractors areas required routes to selected particularly gully as areas areas with well as indigenous gully Vegetatio Vegetation vegetation corridors 2,000 n clearing Predisposing Cleared areas Re-vegetation Commun Ground Monthly of soils to should be re- is ongoing ity trotting erosion vegetated with where especiall beneficial local appropriate. y access species known routes to to mitigate gully against erosion SUB-TOTAL : 112 Compone Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs nt componen Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility (USD) t (Mitigation) (Monitoring) Mobilization Traffic Apply lane Lane Project Site Daily Mitigation: Monitoring: FRSC; 2,000 of workers, congestion/tra configuratio configuration routes visits Contractors, FRSC equipment vel delay along n changes to changes are within and (Federal Road and other some major affected being made communit observa Safety Corps) Traffic materials into roads roads and where y tion Umuda streets. applicable. Isingwu/Umu agu Ibeku Erosion Site Social Mobilization Nuisance to Retrofit with Retrofitting Project Inspect Daily Mitigation: Monitoring: SMENV, 2,000 of workers, nearby suitable cost with vehicle communit Contrac Contractors ASEPA equipment residential effective sound proof y tors and other areas vehicle materials is equipm Noise materials into sound being ent Umuda proofing performed Isingwu/Umu materials/ agu Ibeku technologies Erosion Site . Mobilization Provision of Provision of Project Site Mitigation: SMENV, Exposure to of workers, facemasks face masks area visits PMU, Public Health health risks equipment to residents and and depts. Umuahia from fugitive Social Air and other and project appropriate inspecti Weekly North LGA Monitoring: ASEPA 2,000 dusts and materials into personnel. PPEs are ons exhausts Umuda being fumes. Isingwu/Umu provided. 113 Compone Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs nt componen Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility (USD) t (Mitigation) (Monitoring) agu Ibeku Erosion Site Restrict Restriction Project Site access of barrier are site visits non-project being and personnel to installed. inspecti work areas on where dusts and emissions exist/persist from project works. Land Land Conflict owing The PMU Documented Project Examin Monthly for Mitigation: PMU Monitoring: PMU, 2,000 Acquisition to unresolved will carry out evidence of communit e 6months Independent land an extensive enlightenment y grievan before and Consultant, acquisition enlightenme carried out ce during and involuntary nt program showing redress constructio Contractors displacement to inform method, reports n/rehabilita during the farmers and coverage and tion phase construction communitie dates of s on the programs aim, scope and nature of the work 114 Compone Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs nt componen Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility (USD) t (Mitigation) (Monitoring) Constructi Transportatio Public Safety Transportati Evidence of Project Site Weekly Mitigation: Monitoring: PMU, - on n and and Traffic on of heavy warning signal communit visits during pre- Contractor camping movement of congestion equipment ies and and constructio heavy will be transport inspecti n phase equipment carried out Log record of routes ons PMU during off time of lorry pick hours arrival/dischar when it will ge of not disturb equipment public movement Where movement cannot be avoided during work hour, the contractor must attach a warning signal Mobilization Disruption of Adequate Adequate and Project Site Mitigation: Monitoring: PMU 800 of workers, vehicle and and timely timely communit visits Contractor, equipment pedestrian sensitization sensitization ies and and and other access to of identified program is transport inspecti PMU materials into where Respondent being routes ons Others Umuda rehabilitation s; Lane conducted Monthly Isingwu/Umu works will be configuratio agu Ibeku conducted n Lane Erosion Site configuration change have . been made 115 Compone Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs nt componen Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility (USD) t (Mitigation) (Monitoring) Sensitization Project Examin Monitoring: PMU exercise are communit e Grievances Adequate conducted ies and Awaren 2,250 and negative and timely transport ess community sensitization routes reports, perception of identified site about the Respondent visits project. s and consult ations SUB TOTAL – 11,050 Compone Sub- Activities Potential Mitigation Monitoring Where How to Monitoring Institutional Institutional Cost nt compone Impact Measures Indicators to monitor Frequency Responsibility Responsibility s nt Monitor (Mitigation) (Monitoring) (USD ) Air Mobilizati Institute workers Institution of Contrac Examine Weekly Mitigation: Monitoring: 4,00 on of respiratory WRPP tors contractor Independent ASEPA, PMU 0 Respiratory workers, protection program project s WRPP Consultant, disease risks equipme (WRPP) camp/o Contractors Occupatio from exposure nt and ffice nal Health to exhaust other and Safety fumes of materials equipment and into gully vehicles erosion site 116 Compone Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs nt componen Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility (USD) t (Mitigation) (Monitoring) Noise Mobilizati Institute noise Institution of Contrac Examine Weekly Mitigation: Monitoring: 1,20 on of control plan noise control tors Contracto Independent ASEPA, PMU 0 workers, plan project rs Noise Consultant, equipme camp/o control Contractor nt and ffice plan Noise pollution other materials into gully erosion site Education and Education Contrac Examine One-off PMU, Contractor, PMU 800 training of and training tors Contracto Independent Respondents about has been project rs Consultant the project and conducted camp/o Accident accident ffice preventio occurrence n plan Mobilizati Contractor(s) Training has Contrac Examine One-off PMU PMU 300 on of Accidents education and been tors Contracto workers, involving training on conducted project rs equipme pedestrians pedestrian safety camp/o Accident Accident nt and ffice preventio s other n plan materials into gully erosion Install safety Safety Project Site visits Weekly PMU, Contractor PMU 800 site signage signage have site and been inspection installed Collapse of Conduct haulage Training has Contrac Inspection One-off Contractor PMU 550 heavy safety training been tors and equipment etc. conducted project consultati 117 Compone Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs nt componen Impact Measures Indicators Monitor monitor Frequency Responsibility Responsibility (USD) t (Mitigation) (Monitoring) being conveyed camp/o on with to rehabilitation ffice workers work area Enhanced Contractor(s) Contrac Site visits Weekly Contractor PMU 800 fastening of Compliance tors and equipment to project inspection carriage section of camp/o vehicles. ffice Attack from Conduct safety and Training has Contrac Inspection One-off Contractor PMU 650 dangerous first aid training been tors and Personn animals during conducted project consultati el Safety de-vegetation camp/o on with activities ffice workers SUB-TOTAL – PRE-CONSTRUCTION PHASE TOTAL - 118 Table 24 ESMP - Construction Phase Component Sub- Activities Potential Mitigation Monitoring where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Fuel switching- 2-3km Air quality Mitigation: Monitoring: Fuel switching Radius test PMU, ASEPA, from high- to low- of Contractors PMU¸FMENV carbon content project fuels (where area available) can be a relatively cost effective means to Project Site visits mitigate GHG site and emissions during inspection this phase. Transition to renewable energy Operation sources i.e. solar of energy (where applicable) Compliance equipment Environmen Climate GHG to proffered used Weekly t Change Emissions mitigation during the measures. constructio Energy efficiency- n phase Machines e.g. generator plants could be turned off when not in use, in order to reduce carbon emissions. Multiple trips reduction: In order to reduce vehicular movement and 1,750 subsequent 119 Component Sub- Activities Potential Mitigation Monitoring where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) increased carbon emissions. Hire vehicles, plants and equipment that are in good condition (current models) generally less than 3 yrs. old. Operation 2-3km Air quality Mitigation: Monitoring: of Radius test Contractors ASEPA, PMU equipment of (Especially the used project Daily ESO) during the area constructio n phase - Fugitive and Routine watering Mitigation: Monitoring: Rehabilitati cement dusts of Contractors Contractors ASEPA, PMU Air the on works – Compliance (Especially the rehabilitation site including ESO) filling and compaction activities, Daily constructio n of side drains, culverts and other hydraulic structures 120 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitorin Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor g Responsibili Responsibility Frequency ty (Monitoring) (Mitigation) Wet Right-of-Way to Mitigation: Monitoring: reduce dust QC and QA Project Site Visit PMU, production are in and Monthly Contractors PMU (Especially site the ESO), practice inspection Contractors 700 Test Procedures – Monitoring: Exhaust Routine measuring PMU (Especially Heavy fumes, of HC and CO the ESO), equipment hazardous concentrations SMEnv operations gases (NOx, during rehabilitation Environment Air during CO, SOx, works should be constructi SPM,), Oxides employed for PMS Contractor Monthly on from welding powered vehicles. s activities. Diesel (AGO) Complianc vehicles should be e tested for exhaust opacity during unloaded engine free acceleration periods. 2,000 121 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitorin Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor g Responsibili Responsibility Frequency ty (Monitoring) (Mitigation) Quality Control – Project Site visits, Mitigation: Monitoring: Routine equipment site inspection Contractors PMU, SMEnv efficiency audits and consultatio Quality Assurance – Contractor n with Continuous training s workers of contractor(s) Monthly Complianc personnel on air e quality management - Attempts to dispose Mitigation: Monitoring: Contamination of sediment-laden Contractors PMU, SMEnv of surface run-off into surface water water should be Surface (discharge of discouraged and Contractor All water sediment prevented. s Water rehabilitati within Daily laden run-off Complianc quality test on works Implement site- e project into specific waste area Water drainages, waterways management plans quality/Hydr ology etc) - Generation of Liaise with the Water Mitigation: Monitoring: sewage municipal sewage Surface quality SMENV, ASEPA Defecation overtime (from collection PMU Contractor water test, near gully use of authorities for Complianc within consulatati Monthly erosion temporary collection and e project on with site mobile toilets treatment of waste area monitoring by personnel with ASEPA agency 800 involved in 122 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitorin Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor g Responsibili Responsibility Frequency ty (Monitoring) (Mitigation) civil works) Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Creation of limit PMU, Monitoring: zones Contractors SMENV, PMU Minimize compaction during stockpiling by working the Movement soil in the dry of heavy state. PMU, and Project Site visits and vehicles/Sta Surface soil Environment Soil/geology Rip compacted Contractor’s site and inspection, Monthly tionary compaction vehicles and areas to reduce Compliance routes soil testing equipment runoff and re- vegetate where necessary All topsoil and other soil profiles must be managed strictly 450 123 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitorin Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor g Responsibili Responsibility Frequency ty (Monitoring) (Mitigation) All oil and Mitigation: Monitoring: lubricants should be sited on an Contractor SMENV, PMU impervious base Contaminati and should have Site visits and on by oil Pollution of drip pans Project inspection, spills, Contractor Periodicall soil and site and soil and lubricants The storage area Compliance y groundwater routes groundwater and other should be far from testing chemicals water course All containers should be clearly labelled 900 Ensure excavation Contractor Monitoring: is limited to desired areas PMU Filling and Loss of top Compaction soil ; activities for possible Project gully head minor to Filling and Contractor site and Site visits and Monthly and finger moderate compaction in Compliance routes inspection gullies soil layers must range reclamation instability between 150- 200mm thicknesses as recommended. 1900 The contractor Contractor Monitoring: Erosion Erosion must implement Project Contractor Site visits and SMENV, PMU managemen managemen appropriate site and Weekly t t erosion control Compliance routes inspection measures to avoid 3400 further erosion in 124 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitorin Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor g Responsibili Responsibility Frequency ty (Monitoring) (Mitigation) this watershed. Construct soil conservation measures at appropriate locations Execution of major works that would impact on soil structure should be carried out during the dry season. If done during the wet season, temporal drain should precede the permanent drain so that run-off from rain can be managed properly. Component Sub- Activities Potential Impact Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Environment Noise Construction Extensive noise Mitigation at Contractors Project Site visits Weekly Mitigation: Monitoring: of all site-specific source (for all Compliance site and and PMU, SMENV, 3,100 125 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitorin Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor g Responsibili Responsibility Frequency ty (Monitoring) (Mitigation) hydraulic pollution as a activities) routes inspection, Contractors structures result of on-going of construction A noise barrier or equipment works. acoustic shield will reduce noise Monitoring: by interrupting the SMENV, Rehabilitatio propagation of n and sound waves. stabilization of gully Implement site- Mitigation: Monitoring: specific waste Site visits, Contractor SMENV, management plan inspection, ASEPA, All and rehabilitation Increase in waste Contractors Project Waste consultati Weekly /construction generated Liaise with ASEPA Compliance site on with works for effective waste monitoring management agencies 1000 Provision of on- Mitigation: Monitoring: Increased site sanitary Project Site visits Sanitary Increased human facilities Contractors Contractor SMENV, human communit and One-off ASEPA, Concerns faecal waste Compliance faecal waste y inspection 900 126 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitorin Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor g Responsibili Responsibility Frequency ty (Monitoring) (Mitigation) The design shall Monitoring: PMU No in no way propose additional to implement Contractor costs to developments BOQ that will hinder drainage, change the topography or introduce physical changes that are not in harmony with the physical setting of the Project area. The structures to be developed All Interference with should be Site visit Contractors Project During Design Rehabilitatio the physical aesthetically and acceptable to Compliance site Design n Works setting inspection blend in with the surrounding. These structures should not form or end up being used by the resident population as access or bridges. No residential facilities shall be erected on site and the proponent shall as much as possible complete the works in such 127 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitorin Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor g Responsibili Responsibility Frequency ty (Monitoring) (Mitigation) a way that natural aesthetics shall be retained at the locations. Restoration shall be undertaken to ensure that the original setting is as much as possible retained. SUB-TOTAL – 128 Component Sub- Activities Potential Impact Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Disruptions to Conduct Independent Project Examine One-off Mitigation: Monitoring: residents survey to Consultants commun Community PMU, PMU activities – (e.g. identify best Compliance ity Livelihood Independent (Especially the blocked access to alternatives to enhanceme Consultant SLO) Rehabilitati residents) prevent nt plan on/ disruptions to livelihood Livelihood Constructio within on & Impacts n of off-site work drainage areas before network commenceme nt of rehabilitation works. 2,000 Social Loss of travel time Lane Contractors Project Site visits Weekly Mitigation: Monitoring: due to heavy configuration Compliance area and FRSC PMU, concentration of changes inspection construction/proje ct vehicles on and off the project site Mobilization of Traffic equipment PMU Project Site visit Monthly Mitigation: Mitigation: Involve and other Grievances and commun and PMU, PMU Respondents Compliance materials negative ity consultatio Contractors at certain perception among n with levels of residents and community decision commercial making and establishments implementatio about the project n of activities 500 129 Component Sub- Activities Potential Impact Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Extensive Noise Mitigation at Compliance Academi Visits , Monthly Mitigation: Monitoring: civil disturbances to source c inspevtyion PMU, Umuahia work/rehabi the serene institutio and Contractors North LGA litation environments for Inform ns within consultatio Education residents activities the residence project n with prior to area institutions commenceme nt of works 2,000 Increase in sexual Awareness Conduct of Project Consultatio Quarterly Mitigation: Monitoring: Continuous activities leading campaign on awareness commun ns, MWR, Public SMH civil work to possible spread sexual campaigns ity, Health dept. activities of STIs diseases, and contract of the Social Health and steady distribution of ors Umuahia influx of male and camp North LGA. workforce female condoms. 900 130 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (Mitigation) (Monitoring) Incidence Distribute Facemasks Project Site visits Monthly Mitigation: Monitoring: of facemasks to are being community and PMU, SMH, Public respiratory residents as a distributed inspection Health dept. of diseases means to Contractors the Umuahia due to air reduce allergic North LGA, Continuous contamina reactions and civil work tion by respiratory activities fugitive disease and steady dusts and occurrence. influx of exhaust fumes Regular workforce sprinkling of Health water in during construction works. 2,100 Social Possible Creation of Compliance Project Site visits Mitigation: Monitoring: Blocked spread of temporary community and SMENV, SMH drainage water channels to inspection Contractors channel borne collect flood diseases water Waste Increase Ensure that all Contractors Project Site visits Weekly Contractors Monitoring: manageme in waste construction Compliance community and SMENV, ASEPA nt generated wastes are inspection from gathered on- Environmen constructi site and tal hygiene on works disposed off and according aesthetics through the available waste disposal operation in 131 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (Mitigation) (Monitoring) the project area. Behaviour Implement Occurrenc Enforce and Compliance Project Site visits Monthly Contractors PMU (Especially ation of e of on- ensure proper community and the SLO) civil works site/off- orientation on inspection and Rest site social acceptable and periods vices behaviours for consultati (Fights, construction ons rape, personnel harassme on/off-site. nts, theft, vandalism, drug use etc. Good work Project Site visits Contractors PMU(Especially Conflicts enforcement community and the M&E officer) between program iconsultati 1050 contractor ons Implement s, Project ation of all communiti Conflict performanc constructio Compliance Monthly es etc. resolution e n phase may activities disrupt completio Regular 4,300 n of tasks. stakeholders meetings 2,200 132 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (Mitigation) (Monitoring) Noise Massive Hearing Operators of Evidence of Project Site visits Daily Contractor Monitoring: use of impairmen heavy duty procuremen community and SMENV, PMU heavy t for machines t of ear inspection machinery machinery must wear ear muffs and for land operators muffs consultati clearing, Evidence of on levelling use of the and PPE They must not excavation exceed 8 Record of of soil working hours signing out per day time 320 Social Noise Mitigation at Compliance Project Site visits Monthly Mitigation: Monitoring: nuisance source community and PMU, for inspection Contractors PMU Residents. Inform , residents consultati prior to on commenceme nt of works 1,200 Loss of Land Disincentiv The Minutes of Project consultati monthly Mitigation: Monitoring: - occupation Acquisition e to land pastoralist meetings community on Contractor PMU owners must be with land carried along owners all through SUB-TOTAL – 133 Component Sub- Activities Potential Mitigation Measures Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Indicators monitor monitor Frequency Responsibility Responsibility (Mitigation) (Monitoring) Fugitive Develop and Project Inspection Monthly Independent Monitoring: 3,000 dust and implement on-site community and Consultant, PMU fumes occupational health consultation Contractors from and safety with grinding, management plan; contractor, welding, Routine OHS examining cutting, or training and contractors brazing education; Conduct health and surfaces routine JHA/PHA; Safety coated Use of PPE; managemen with lead- Establish electrical t plan and based safety program; consultants paint; Establish fall report Silica dust protection program; from Establish fleet All cutting safety management Independent Occupationa Personnel constructi concrete; program; Establish Consultants/ l Health and safety on solvent and implement Contractors Safety activities vapours HazCom; Conduct Compliance from hazard adhesives identification, , paints, control and analysis; strippers, Establish fire cleaning prevention program; solvents, Use material safety and spray data sheets (MSDS); coatings; Employ hierarchy of and controls procedure; isocyanat Conduct OHSRA, e vapours Cost Benefit from Analysis(CBA), spray Return on foam Investment(ROI)/pa insulation y-back period 134 Component Sub- Activities Potential Mitigation Measures Monitoring Where to How to Monitoring Institutional Institutional Costs (USD) component Impact Indicators monitor monitor Frequency Responsibility Responsibility (Mitigation) (Monitoring) and analysis certain spray paints or coatings. Contractors should Monthly Contractors Monitoring: prepare and PMU implement a Community Affairs, Safety, Health, Environment and Security (CASHES) manual, to coordinate OHS issues during the construction phase. SUB-TOTAL - CONSTRUCTION PHASE TOTAL - 135 Table 25 ESMP - Operational Phase Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Air Increased Increase of Air sampling Compliance Project Air quality Monthly Monitoring: Monitoring: - Vehicle road users and monitoring community testing SMENV SMENV, movement on Access ASEPA Road Change of Project Soil quality Monitoring: topography Change in community testing SMENV, soil profile ASEPA Training on Sustainable Monitoring: Trainings Increase in Land Mitigation: SMENV, Soil are Monthly soil salinity Management PMU, SMENV ASEPA conducted (SLM) Environmen practices t Monitoring: Change in SMENV, land use ASEPA 3,000 Noise Increase of Noise Noise Project Noise level One-off Mitigation: Monitoring: road users nuisance to sampling and community testing PMU, SMENV SMENV, , on Access local monitoring ASEPA Road residents 900 Roadway Potential Water Compliance Project Water Bi-Annual Mitigation: Monitoring: Water runoff surface sampling and community, quality PMU, SMENV SMENV, , Quality water monitoring surface water testing ASEPA pollution 2,000 136 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Social and Dispose waste Project Visits and Monitoring: health streams community Inspections SMENV, concerns through the ASEPA, ESO arising due municipal & SL to poor waste waste management managemen system in the Proper Waste project area. waste Mitigation: Waste t practices Monthly generation managemen PMU, SMENV t Blocked Flooding on Monitoring: drainage roads SMENV, , due to poor ASEPA, ESOs waste disposal 1,300 Others Negligence Negligence PMU Project Visits and Monthly PMU of of Compliance community Inspections rehabilitate rehabilitated Regular d Umuda Umuda maintenance Environmen and dredging Weekly Isingwu/U Isingwu/Um t of sediments in muagu uagu Ibeku Ibeku Erosion Site drainage channels and Monthly Erosion Site chute 1,300 SUB-TOTAL – 137 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Social Employment Closure Loss of Inform personnel Proper Project Consultations One-off Contractors Monitoring: of civil employment that employment engagement community PMU works is short-term of service prior to their documentatio engagement. n 450 Health Operation Blocked Regular Compliance Project Visits and Independent Monitoring: of drainage maintenance of community Inspections consultant, PMU rehabilita structure drainage and SMH, ESOs ted gully structures consultation site with health Breeding institutions site for and disease community vectors members Possible increase of malaria cases due to stagnant water in drainage structures - Increase Increase in Regular sampling Regular Project Visits and Monitoring: in respiratory and monitoring monitoring community Inspections number problems and tests NESREA, of amongst SMH, vehicles local PMU(ESO) using residents - 138 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) roads Land use Land use Land use Control land use Inspections Project Visits and Contractors Monitoring: conflicts conflicts conflict conflicts through are conducted community Inspections PMU Land use and planning that consultations should be participatory to designate areas for ecological, grazing and farming 500 Safety Increase Increase in Use of road Compliance Project Visits and One-off Monitoring: in vehicular safety signage community Inspections FRSC, ESO number accidents of road users - Operation Seepage or Re-vegetation Compliance Project site Visits and One-off Monitoring: of flow back activities using Inspections PMU rehabilita action approved ted gully plant/tree site species to Collapse of establish green rehabilitate belt along the d gully head gully as a or finger stabilization gullies measure 4,800 SUB-TOTAL – 139 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) Implement on- Project Site Monthly SMEnv PMU 6,000 site community Inspections occupational health and Independent safety Consultants, management Contractors plan; Routine Compliance. OHS training and education; Conduct routine JHA/PHA; Use Occupational Tasks Injuries, of PPE; Personnel Establish Health and implementatio accidents safety electrical Safety n , deaths safety program; Implement fall protection program; fleet safety management program; Implement HazCom; Conduct hazard identification, 140 Component Sub- Activities Potential Mitigation Monitoring Where to How to Monitoring Institutional Institutional Costs component Impact Measures Indicators monitor monitor Frequency Responsibility Responsibility (USD) (Mitigation) (Monitoring) control and analysis; Implement fire prevention program; Use material safety data sheets (MSDS); Implement hierarchy of controls procedure; Conduct OHSRA, Cost Benefit Analysis(CBA), Return on Investment (ROI)/pay-back period analysis SUB-TOTAL – OPERATIONAL PHASE TOTAL – 141 6.3 ESMP and Monitoring Budget Table 26: Summary of ESMP and Monitoring Budget Item Responsibility for Cost Breakdown Cost Estimate Cost implementation in Estimate and Monitoring Nigerian Naira in (N) Us Dollars (US$) Enhancement of Contractor, PMU, 41,968,000.00 104, 920.00 +ve impacts and SMEnvr, ASEPA, Mitigation of –ve FRSC impacts Management of PMU, SMEnvr, 5% of Mitigation 2,098,400 5,246.00 ESMP ASEPA Cost Implementation Monitoring, SMEnvr, ASEPA, 25%of Mitigation 10,496,000.00 26,230.00 Evaluation & Audit FERMA, SMW Cost SUB- TOTAL 136,396.00 Contingency 10% of Sub-Total 5,455,600.00 13,639.60 TOTAL 60,014,240.00 150,035.60 The total cost for Implementing the ESMP and Monitoring Plan for the Umuda Isingwu/Umuagu Ibeku Erosion Site Rehabilitation Works is estimated at Forty One Million Nine Hundred and Sixty- Eight Thousand Naira Only (N60, 014, 240); that correspond to One Hundred and Four Thousand Nine Hundred and Twenty US. Dollars [USD150, 035.60]. The ESMP matrix for the implementation of the Rehabilitation works for the Umuda Isingwu/Umuagu Ibeku Erosion Site is highlighted from Table 25-27. NB: $1 = N400. 6.4 Environmental and Social Management Monitoring Plan Some specific Management plans have been described in the sections below. 6.4.1 Waste Management Plan The ESMP had provided detailed information on waste management including the amount and type of waste to be generated, the sources and proffered mitigation measures, among other measures to be considered include:  Sensitization amongst the labourers on the need for effective waste management throughout the sub-project activity.  Sensitization and mobilization on the adverse consequences of poor waste management. 142  It is important that the Abia State Ministry of Environment and ASEPA ensure that appropriate waste management control is employed. 6.4.2 Recommended Measures for Waste Management The ESMP details how wastes that will be generated at the project sites will be managed in an environmentally sustainable and socially acceptable manner. To be practical and effective in handling of wastes, (Solid and liquid) the ESMP follows the fundamental principles of waste management:  Identify and classify the type of waste generated. Proper procedures must be taken regarding their storage, collection, transportation and disposal  Identify and demarcate disposal areas clearly indicating the specific materials that can be deposited in each.  Dispose all wastes in authorized areas, metals, used oils, etc.  Identify and demarcate equipment maintenance areas (>15m from rivers, streams, lakes or wetlands).  Identify, demarcate and enforce the use of within-site access routes to limit impact to farm.  Erect erosion control barriers around perimeter of cuts, disposal pits, and roadways.  Spray water on dirt roads and stockpiled soil to reduce wind-induced erosion and particulates dispersal, as needed.  Establish and enforce daily site clean-up procedures, including maintenance of adequate disposal facilities for construction debris. The management of other kinds of waste that will be generated from the rehabilitation works is highlighted below: a. General Waste  There should be adequate number of garbage bins and containers made available at strategic areas of the site. The use of plastic bin liners should be encouraged.  All organic and inorganic materials will be placed and/or disposed of so as not to directly or indirectly impact any watercourse or groundwater. The placement and disposal of all such products and materials will be done in an environmentally acceptable manner.  Solids, sludge and other pollutants generated as a result of construction or those removed during the course of treatment or control of wastewaters will be disposed of in a manner that prevents their direct or indirect re-entry into any watercourse or ground waters.  Any waste material that is inadvertently disposed of in or adjacent to watercourses will be removed immediately in a manner that minimizes adverse impacts, and the original drainage pattern should be restored.  Waste materials should be placed and stored in suitable containers. Storage areas and containers will be maintained in a sanitary condition and shall be covered to prevent spreading of wastes by water, wind or animals.  All food wastes should be collected and stored in containers at appropriate locations and should be emptied at regular intervals and the collected waste should be transported to Government designated waste management facilities. b. Oil waste  Ensure that all equipment maintenance activities, including oil changes, are conducted within demarcated maintenance areas designated for such.  Ensure that oil or other lubricants are never dumped on the ground, but only in designated areas. 143 e. Vegetative waste  The land clearing of the vegetation will be performed in accordance with stipulated standards in order to mitigate negative impact that maybe associated with the activity to the environments. 6.5 Emergency Response and Incidence Management In the context of this sub-project, the purpose of Emergency Response and Incident Management (ERIM) is to ensure that well developed and rehearsed emergency procedures assist Abia NEWMAP and inhabitants of the project community to:  Effectively respond to emergencies and critical incidents in the project area  Reduce the risk of severe injuries.  Limit potential harm to the environment & surrounding infrastructure.  Minimise disruption to the community and surrounding businesses through the effective implementation of this ERIM procedures As much as possible ERIM procedures should address:  Community security and public safety actions to be taken in the case of an emergency  Effective spill containment and management  Effective fire-fighting  Effective response to emergencies and critical incidents Incident Prevention Incident preparedness procedures for potential incidents and emergencies include:  Ongoing training for project personnel;  Periodic Desktop and field exercises to uncover work place risks and hazards;  Regular auditing of construction activities;  Ongoing liaison with Emergency Services  Identifying key roles and responsibilities and effective methods of communication;  Monitoring of activities and documentation and ongoing compliance checks with statutory OHS and Environmental requirements. 144 Stages of Activation Alert Abia NEWMAP informed of emergency or incident. • AAbiaa NEWMAP contacts Contractor Call Out Stand By Contractor contacts Abia Emerrgency procedures are declared and actions taken NEWMAP who advises adequacy community heads to standby and await further instructions 6.6 Recommended Measures for Chance Find/Cultural Heritage Management In the event of chance finds of items of cultural significance, all forms of excavation in and around the site will be stopped. Subsequently, experienced archaeologist and anthropologist would be recruited to carry out an investigation and proposed plans for the preservation of such cultural artefacts. During the project site induction meeting, all contractors will be made aware of the presence of an on-site archaeologist who will monitor earthmoving and excavation activities. The following procedure is to be executed in the event that archaeological material is discovered:  All construction activity in the vicinity of the find/feature/site will cease immediately.  Delineate the discovered find/ feature/ site will be delineated.  Record the find location, and all remains are to be left in place.  Secure the area to prevent any damage or loss of removable objects.  The on-site archaeologist will assess, record and photograph the find/feature/ site.  The on-site archaeologist will undertake the inspection process in accordance with all project health and safety protocols under direction of the Health and Safety Officer. In consultation with the statutory authorities the on-site and Project Archaeologist will determine the appropriate course of action to take. 6.7 Reasons for Failure in Gully Rehabilitation Gully control can be tedious where executed measures do not seem to work. Failure in control brings losses of material, time, money and sometimes makes the gully erosion even worse. Actually, failure can be avoided if appropriate measures are taken and proper techniques are 145 applied. From experience, the following problems can be taken as the major reasons for the failure of most of the gully rehabilitation schemes and they must be avoided in this project.  Poor consideration for upper catchment treatment  Poor installation of check-dams that is related to lack of keying the check-dam to the floor and sidewalls of the gully  Lack of apron. If there is no apron, water falling from the check-dam spillway erodes the area below and undermines the structure. If the apron is not keyed or secured into the gully, it will be washed away.  Lack of spillway. The check-dam tends to impede the flow of water. This leads to the water exerting pressure on the dam that can weaken it. A spillway will discharge the runoff thus protecting the check-dam.  Poor maintenance. The life and effectiveness of control measures are extended by regular maintenance. Any shortcomings in the control structures should be corrected before they develop into serious problems. Any grass, shrub/bush and tree planted which dies should be replaced.  Improper spacing of check-dams. Proper spacing is crucial if the check-dams are to serve their purpose. Inappropriate and irregular spacing of the check-dams may lead to their being washed away.  Failure to complete the work. In some instances, the gully rehabilitation schemes may not be completed because of various reasons. Half measures do not offer the required protection and are a waste of time and resources.  Structures are sometimes made too high and the water that ponds causes instability of the soil and piping underneath or around the structure.  Poor integration between physical and biological measures. 6.7.1 Management of Rehabilitated Erosion Site Management of gully control structures is a very important point worth to be emphasized. Treated gullies should be checked regularly and the healing process monitored closely. Structures built in the gully for stabilization purpose should be observed for damage especially during rainy seasons and after heavy storms. Damaged check-dams should be repaired immediately to avoid further damage and the eventual collapse. The use of gully will depend on whether it has been established for a protected waterway or the water has been diverted and the gully stabilized for other uses. Under the condition when the water is discharged through the gully after the necessary stabilization activities have been undertaken, the side of the gully can be used for growing of grass or fodder. But, in conditions when the gully is not used as a waterway, it can be used for growing horticultural crops or plants such as banana or other fruit trees. Wide gullies can have tree planted on the side slopes provided they are not too steep. The other important issue for sustainable gully rehabilitation scheme is the identification of users and development of a use concept or management plan. In most cases, gullies are crossing different land uses owned by many land users. Therefore, before treatment of gullies, the users should be identified and the boundaries should be clearly demarcated, the gully rehabilitation process should be objective oriented and responsibilities of owners in managing, maintaining and utilizing the gully and its produces should be elaborated and agreed upon. 146 Experiences have shown that most of the gully rehabilitation efforts are made accidentally without having clear purposes. As a result, it is common to see gullies with a huge biomass, mostly of one species (Sesbania sesban or Elephant grass) but not harvested and after all owners are not known. This has forced the community members into conflict and hence destruction of the whole endeavour. In view of this fact, the identification of land owners along gully areas and demarcation of their boundary, development of a management plan and formulating user’s agreement (on maintenance and proper utilization of the gully) should come before any treatment effort. It is always crucial to remember that before deciding to undertake gully control measures one has to plan first for what purpose the gully is intended to be used after treatment and then try to take measures relevant to the future strategy. 6.8 Grievance Redress mechanism To operationalise the GRM effectively, grievances have to be classified according to their potential severity or complications. One of the most common ground for grievances is land compensation entitlement and disbursement. This is likely going to generate grievances more constantly than any other issues about the project. More complicated matters like RAP and implementation issues that may involve private sector entities and third party agencies are likely to require the attention of the PMU. For the GRM to be effective as an all-inclusive engagement instrument that effectively handle the grievances of women, there has to be a deliberate structuring to include Women in Grievance Redress Committee, who will easily be approached by women for the purpose of presenting their grievances. Grievance Procedures Registration It may be less depending on the severity of the matter under consideration. The first step is the presentation of a grievance at the uptake point at any level. The social contact person will receive grievance from the complainant clarify primary information, register and acknowledge receipt of it to the grievant within two days. The registration will capture the following data: Name of the complainant, Date of the grievance, Category of the grievance, Persons involved, Impact on complainant’s life, Proofs and witnesses. A registration form will have all these bits of information. Verification The verification will determine among other things whether the matter has any relationship with the Project and whether the level at which it is presented can handle it. This will mean a quick referral of the case either to the next level or the traditional rulers or to law enforcement. Part of investigation will also be assessing the cost of loss or risk involved in the grievance. Processing The processing step is when options for the approach to resolving the case are weighed and determined. Parties involved in the case are brought together for a first attempt at resolution with suggestion from the parties by the social contact personnel. The social personnel at a certain level then decide where the case should go to for hearing and resolution if complainant decides to pursue the matter further. This should happen within five days from investigation. 147 Implementation and case closing The social contact personnel then refer the case to the responding authority within the level for GRM implementation. This authority may be the chairman of the GRC or the officers with direct responsibility over the nature of the case within the PMU. Putting this in writing makes the appeal process faster in case of dissatisfaction on the part of the complainant. And in the case of satisfaction, it is an instrument to compel execution of decision. The outcome of the Grievance Redress process is therefore communicated to the complainant and other concerned party. The result of the process can vary. The request of the complainant may be turned down, compensation may be recommended, or Management may simply apologise to the grievant. Feedback All responses to the complainant in a grievance redress process that moves beyond the unit level must be communicated in writing and/or by verbal presentation to the complainant. This will include a follow up on the corresponding authority where cases are referred to ascertain the status of reported cases. Feedback on outcome of each case should get to the complainant through the social contact person at all levels. Guiding Principles Having a grievance redress measure connotes readiness for plain fairness. This GRM has to be based on the following universal principles that guide fairness in these matters: Accessibility and social inclusion: The process has to be accessible to everybody that feels aggrieved and affected by the project components in anyway regardless of their age, gender or economic status within the communities. Vulnerable groups including women, children and the physically challenged should have opportunities to present their complaints without complications. Simplicity: the filing of complaints and grievances will be kept simple and the process of redress will be easy to understand by stakeholders. Suggestions complaints and queries may be presented through different accessible channels Transparency: The system will encourage feedback of any kind (negative or positive) as long as it has bearing on the project. These feedbacks will be made available to all stakeholders to put them abreast of issues that may stall or enhance the sustenance of the project. It is important that representatives of the community be involved in the redress of grievances and everybody kept informed on any progress made on them. Due process and impartiality: Every grievant will have the right to be present and be heard before a duly constituted body saddled with the responsibility of hearing and managing their complaints or grievances. The system will view and analyse all issues with transparent objectivity. This will enhance responsiveness of all parties concerned and build trust. The mechanism will be independent so that it will be perceived as fair by all. Quick action: Response to grievance and feedbacks will be prompt and direct to the grievant or the feedback provider. Grievances will be acknowledged at the point of uptake and the ensuing decisions will be communicated within 48 hours of reaching them. People: It is important that all stakeholders, including project personnel be involved in the process of grievance redress. Grievant lodgers or feedback providers will assume full responsibility for their filings. Personnel that would be involved in grievance redress on the supply side have to have basic communications skills. Key persons on the redress team will need to acquire skills for mediation, conciliation and negotiation. Grievance redress policy will be 148 sustained by the commitment of persons involved both on the demand and supply side. There is need for personnel who will be providing grievance redress services to have knowledge of the already disclosed policies guiding resettlement for NEWMAP. Process: This GRM will have a predictable process that will operate in all the intervention sites and in all the components of the project. There will be specified grievance uptake points where grievances/complaints will be lodged. The time frame for a response will be known to the grievant. Investigation and deliberations on the complaint will be open and communicated promptly. Analysis: In grievance redress it is important for handlers to be clear on all the issues. A first step is an honest appraisal of whether the feedback is proactive or reactive. Facts have to be established against the interest and goal of grievant. Fact-finding is essential for meaningful and sustainable grievance/conflict redress. Grievances spring from differences in expectations, interests, knowledge or lack of it, needs and fears. Questions arise in the process that must be taken into account. Are the complainants digging in or unforgiving or are they unwilling to accept the outcomes? The handlers of grievance redress also need to appraise the complaints against relevance to the project and the project policies. This will need to be done with reference to the already prepared RPF, ESMF and the RAP. This requires a thorough knowledge of various policies and guidelines of NEWMAP. Grievance handlers also need to know the category of grievance involved and treat accordingly. Grievances need to be characterised both for the sake of proper redress and for evaluation purpose. 6.9 Community Security, Health and Safety Management Sub-project activities, equipment, and infrastructure can increase community exposure to risks and impacts. While acknowledging the role of public authorities’ in promoting the health, safety, and security of the public, Abia NEWMAP through the Contractor(s) will be directly responsible for avoiding or minimizing the risks and impacts of community health, safety, and security that may arise from project related-activities, with particular attention to vulnerable groups. Major Objectives of Community Security, Health and Safety Management include:  To anticipate and avoid adverse impacts on the health and safety of the Affected Community during the project life from both routine and non-routine circumstances.  To ensure that the safeguarding of personnel and property is carried out in accordance with relevant human rights principles and in a manner that avoids or minimizes risks to the Affected Communities. Community Security, Health and Safety Management should be established during the environmental and social risks and impacts identification process. The implementation of the actions necessary to meet the community security, health and safety should be managed by Abia NEWMAP’s Environmental and Social safeguards officers. It is necessary that trainings be delivered for the Community, Contractors and the SPMU with regards to Health and Safety. The SPMU should procure a consultant that will carry out these trainings before the contractors are mobilized to sight. This will help prepare the SPMU and Communities in handling HSE issues that may arise during project implementation. Below is a guide to some of the trainings and timeline for delivery; 149 S/N Module Topics Duration Participants 1 Construction Safety Fall Protection 2days Contractor, SPMU, Community, Equipment safety and Handling 1day Contractor, SPMU, Community, Excavation Waste management 3days Contractor, SPMU, Community, Permit to work 1day Contractor, SPMU, 2 Fleet Safety Vehicle Parking and Operations 2days Contractor, SPMU, Community, Sight specific and Perimeter Safety 2days Contractor, SPMU, Signage communication for Community, communities Emissions Management 1day Contractor, SPMU, Community, 3 Hazard Effective hazard Communication for 1day Contractor, SPMU Communication contractor Personnel/Workers Effective hazard Communication for 1day Community, Communities 4 Job Hazard Analysis Job Hazard Analysis 1 day Contractor, SPMU, Community, 5 Disaster Hazard Preparedness and 1day Contractor, SPMU, management Response Community, Emergency Planning and 1day Contractor, SPMU, Communication Community, 6 Accident Accident Investigation 1day Contractor, SPMU Investigation Accident Analysis and Report I day Contractor, SPMU Writing 150 6.10 Stakeholders Engagement Plan Stakeholders’ engagement is essential in achieving the major objectives of any project implementation and sustainable development. Participatory approaches in project planning and implementation enhance project policy, ownership and sustainability and also empower targeted beneficiaries. The objectives for stakeholders’ engagement and sensitization includes but not limited to the following; 1. To create general public awareness and understanding of the project, and ensure its acceptance; 2. To develop and maintain avenues of communication between the project proponent, stakeholders and PAPs in order to ensure that their views and concerns are incorporated into the project design and implementation with the objectives of reducing, mitigating or offsetting negative impacts and enhancing benefits from the project; 3. To inform and discuss about the nature and scale of possible adverse impacts of the rehabilitation work and to identify and prioritize the mitigation measures for the impacts in a more transparent and direct manner; 4. To document the concerns raised by stakeholders and PAPs so that their views and proposals are mainstreamed to formulate mitigation and benefit enhancement measures; 5. To sensitize other MDAs, local authorities, Non-governmental Organizations (NGOs) and Community Based Organizations (CBOs) about the project and solicit their views and discuss their share of responsibility for the smooth functioning of the overall project operations; and 6. Reducing conflict between stakeholders, project proponents PAPs. In summary, it goes to spell out the role of stakeholders in the project planning, implementation and monitoring. Envisaged Benefits The envisaged benefits of the Stakeholders engagement and sensitization exercises includes;  Provision of opportunities to foresee and/or resolve potential obstacles, constraints and conflicts;  Means to identify and address potential negative social and environmental impacts as envisaged by stakeholders;  Opportunities to generate social learning and innovations based on local field experiences;  Means of ensuring that project benefits are distributed equitably, and;  Strengthened working relations between stakeholders; Federal and State Governments, etc., and the World Bank. 6.11 Fundamentals of Stakeholder Engagement Approach Consultations 151 Meaningful consultations can contribute to improved design, implementation, and sustainability of development interventions. The objectives of consultations include receiving input for improved decision-making about the design and implementation arrangements of a development program or project, to contribute to improved results and sustainability. In this context, consultations can potentially give voice to the needs of different population groups, including vulnerable and marginalized groups; improve risk management by identifying opportunities and risks from and to a project; and increase transparency, public understanding, and stakeholder involvement in development decision-making. Consultations with key stakeholders, including project-affected people and civil society, are mandatory in development projects so as to satisfy “best practices�. Consultation methods include public hearings or meetings, focus group discussions, household surveys and interviews, electronic consultations, and advisory/expert groups. In addition, consultations can include informal structures at the local level, such as village councils and women’s groups. Good practice approaches to consultation, including closing the feedback loop, need to be applied more systematically. Collaboration Collaboration with stakeholders in decision-making processes and events can make decisions more responsive to stakeholder needs and improve the sustainability of program and project outcomes through increased ownership by stakeholders. Mechanisms for collaboration include stakeholder/user membership in decision-making bodies, integrity pacts, participatory planning and budgeting, and stakeholders’ juries. Collecting, Recording, and Reporting on Inputs from Stakeholders Stakeholder feedback can be collected periodically on various dimensions of public services provided, such as effectiveness, inclusiveness, quality, delivery time, transaction costs, and targeting, as well as on resource utilization or engagement processes. Tools include satisfaction surveys, focus group discussions, hotlines, community scorecards, stakeholder report cards, or SMS/online feedback Grievance Redress Mechanisms Generally, Grievance Redress Mechanisms (GRM) succeed when the client and the task team are both committed to using such a mechanism and follow good practice principles: providing multiple channels for soliciting complaints; registering complaints in a log; publishing timely and service standards for acknowledgement, response, and resolution; and ensuring transparency about the grievance procedure as well as options for mediation and appeal. The capacity of local and national institutions to address grievances also needs to be assessed. Recognizing the benefits of identifying and responding to complaints early, it is important to adopt a more proactive approach to focus systematically on GRMs in projects and encourage opportunities for alternative dispute resolution, where appropriate. GRMs are increasingly recognized as a means to address complaints early on and manage risks in project preparation and implementation before they escalate. Grievance forms a central part of the monitoring process, with grievance tracking forms and indicators for a number of cases, meetings and field visits, and satisfactory disposition of cases. Grievances and Appeals Procedure This grievance procedure is prepared in line with the provision of the RPF of NEWMAP. The need to provide a forum locally to receive, hear and resolve disputes is in the best interest of all parties 152 to forestall the lengthy process of litigation, which could affect the progress of project. Therefore, the setting of grievance redress committee early during RAP implementation is desirable. Grievance Redress Process There is no ideal model or one-size-fits-all approach to grievance resolution. The best solutions to conflicts are generally achieved through localized mechanisms that take account of the specific issues, cultural context, local customs, and project conditions and scale. In its simplest form, grievance mechanisms can be broken down into the following primary components: • Receiving and registering a complaint. • Screening and assessing the complaint. • Formulating a response. • Selecting a resolution approach. • Implementing the approach. • Announcing the result. • Tracking and evaluating the results. • Learning from the experience and communicate back to all parties involved. • Preparing a timely report to management on the nature and resolution of grievances. Procedure for Effective Local Resolution of Grievance The following steps and procedures will apply in this project to ensure that grievances are settled within PMU and /or at the level of the Grievance Redress Committee as much as possible:  An accessible and affordable complaints mechanism will be in place as soon as this report is disclosed, and will enable people with claims against the process to make their complaints  At the first stage, aggrieved persons will register their complaints and grievances to the Safeguard Officer in PIU (contact address to be provided to aggrieved persons).The Safeguard Officer is required to in consultation with the Project Coordinator provide a written response to the PAP within fourteen (14) calendar days of receiving the complaint.  If the aggrieved person is not satisfied with the decision of the PIU, the aggrieved person should present the case to the independent Grievance Redress Committee (GRC). The GRC upon receiving the complaint should write to acknowledge the receipt within one week.  A record should be kept for hearing concerning the complaint, as well as of the reasons for filing the complaint  The matter so complained should be verified with the PIU  Mediation efforts at the discretion of the GRC should be embarked upon within three weeks of receiving the complaint Where a matter is not satisfactorily resolved at this level, the GRC should assist aggrieved persons to seek redress through the court of justice. Court Resolution of Grievance Matters The possibility of seeking for grievance resolution in the court may be a last resort and should be expected, especially, where the complainant felt dissatisfied with resolution of the GRC. The provision of the RPF of NEWMAP on this matter is that grievances concerning non-fulfilment of contracts, levels of compensation, or seizure of assets without compensation shall be addressed to the state local courts system of administration of justice. The court hierarchy would in ascending order therefore, be land dispute tribunals/chiefs, followed by magistrate courts and 153 then finally the high courts. The high court of the state is being designated as the highest appellate court to settle grievances. This, admittedly, is a costly and time-consuming procedure. Nevertheless, affected persons will be exempted from administrative and legal fees incurred pursuant to this grievance redress procedure. A comprehensive GRM has been developed for this project and is well documented in the Resettlement Action Plan developed for the project site. Stakeholders-led Monitoring Involving stakeholders in monitoring service delivery, revenues, budget execution, procurement, contract awards, and reform policies can increase transparency, improve efficiency of service delivery or budget execution, and reduce opportunities for corruption. Some mechanisms for stakeholders-led monitoring include public expenditure tracking surveys, social audits, or stakeholder report cards. Additional entry points for stakeholder’s engagement in monitoring include collaboration with local CBOs/NGOs, communities, local academia, or think-tanks in gathering results data and conducting joint evaluations of project results after project completion (including in the preparation of project Implementation Completion Reports). Capacity Building for Stakeholder Engagement Capacity building for stakeholders, CBOs, communities, government officials, and national accountability institutions to engage and participate in service delivery, natural resource management, public financial management, or CDD projects can also contribute to improved project outcomes. Capacity-building components are therefore included in a number of World Bank-supported operations. Capacity building for all relevant stakeholders is particularly necessary and needs to be systematically integrated into WBG supported operations where SE approaches are introduced for the first time at scale at the national, sectoral, program, or project level. A focus on building government capacity is also important to ensure the sustainability of engagement processes beyond the life of a project intervention. 6.12 Social Investment Plan Social investment refers to philanthropy, charitable giving, corporate social responsibility, community programs and social contributions to contribute to society that is not primarily motivated by generating a direct financial return. NEWMAP should employ a three phased approach strategy which includes community investment, social investment and philanthropy. The potential benefit of NEWMAP social investments in the community will create significant opportunities for businesses, including enabling them to meet regulatory requirements, secure a social license to operate, improve reputation, attract talented employees, increase workforce engagement and develop new products and markets. The areas for social investment include education, health, disaster relief, environment, community welfare, housing, infrastructure & energy, sports & recreation, food and agriculture. NEWMAP should work in conjunction with existing community NGOs/CBO in achieving the investment plan. This social investment plan is further delineated in the RAP/ARAP developed in the framework of this subproject. 154 6.13 Project Coordination and Implementation Arrangements It is necessary to highlight and define the roles, responsibilities and institutional arrangements for the implementation of the NEWMAP, as they are fundamental to the effective implementation of the environmental safeguard measures outlined in this ESMP. Accordingly, details of institutional arrangements and the roles and responsibilities of the various institutions in the implementation of the ESMP are highlighted below. 6.14 NEWMAP Institutional Arrangement Generally, the NEWMAP project is expected to run at two levels, namely the Federal and State. At the Federal level, the Federal Project Management Unit (FPMU) supervised by the Federal Ministry of Finance will manage the Coordination and Program Support. The FPMU will establish coordination and support relationship with the State counterpart Agencies. Thus at the State level, the governments of the 194 States have set up by State Law, agencies that would work in collaboration with the FPMU, though operating independently. Albeit, the Ministry of Finance, Budget and /Economic Planning, as the case may be in the various State is at present taking the lead in the coordination of the NEWMAP preparatory programmes. The law or legal agreement used in establishing the agencies will insulate the agencies and specifically the management unit from undue political or administrative interference. In addition, to implement the NEWMAP program according to the agreed terms and conditions, a formal agreement is needed between the State Governments, the Implementing Agencies (PMU) and other MDAs outlining the tasks, responsibilities, schedules, procedures, deliverables etc., required for preparation and implementation of the approved sub-projects. Furthermore, the State Agency/Project Management Unit (PMU) will have an advisory board or a technical steering committee and a management unit. The board will include representatives from civil society and the government. The Project Management Unit (PMU) headed by a Project Coordinator who will supervise activities of staff within three (3) major departments of the Agency, namely: Operations, Finance and Administration, and Monitoring and Evaluation (all three departments will cater for the environmental and social components/issues as concerns the NEWMAP). To capture the inflow and use of credit proceeds in a transparent manner through the Office of the Accountant General [Project Financial Management Unit (PFMU) set up for financial management of donor assisted projects at the state level], the PMU shall establish a relationship with PFMU. This relationship would entail:  A copy of the annual budget and work plan will be made available to the PFMU by the PMU;  FPMU internal auditors will be responsible for regular internal audit in the PMU and submit quarterly reports to the government (copied to IDA).  A copy of monthly progress reports, quarterly reviews and interim Financial Reports (IFRs) shall be sent regularly to the PFMU;  The PFMU internal auditors shall participate in quarterly monitoring visits to communities as organized by the PMU. 6.15 Roles and Responsibilities The successful implementation of the ESMP depends on the commitment of the sector and related institutions, and the capacity within the institutions to apply or use the ESMP effectively, and the appropriate and functional institutional arrangements, among others. Thus, details of institutional arrangements, the roles and responsibilities of the institutions that would be involved in the implementation of the ESMP are highlighted below. For the purpose of this ESMP, the institutions identified include; 155  Federal Level Institutions: Federal Ministry of Environment and other relevant Ministries, Departments and Agencies (MDAs).  State Level Institutions: SPMU and other relevant Ministries, Departments and Agencies (MDAs).  Local Government Level Institutions: Local Government Review Committee  (LGRC); Local Government Desk Office (LGDO)  Community Level and other Institutions  Direct and Other Stakeholder/Groups: Community Project Management Committee (CPMC); CDA; CBO/NGOs  Consultants, Contractors and Site Engineers  World Bank and Other Development Partners Their roles and responsibilities are highlighted below 6.16 Federal Level Institutions The institutions at the federal level are responsible for the establishment of national policy goals and objectives and the appropriate provision of technical and financial assistance to State and local governments. For this ESMP specifically, the Federal Ministry of Environment and her relevant agencies like Department of Erosion, Flood and Costal Management shall play the role of lead environmental regulator, overseeing compliance requirements, granting consent and also monitoring or providing supervisory oversight for the NEWMAP projects. It also shall receive comments from stakeholders, public hearing of project proposals, and convening technical decision-making panel as well as provide approval and needed clearance for EA/EMP or other environmental clearance. 6.16.1 Federal Ministry of Environment (FMEnv) Federal Ministry of Environment (FMEnv) is mandated by the Federal Republic of Nigeria to ensure environmental protection and natural resources conservation for a sustainable development in the country. They promote cooperation in environmental science and conservation technology with similar bodies in other countries and with international bodies connected with the protection of the environment and the conservation of natural resources. The Ministry also cooperates with Federal and State Ministries, Local Government, statutory bodies and research agencies on matters and facilities relating to the protection of the environment and the conservation of natural resources. 6.16.2 Department of Erosion, Flood and Costal Management The Department is the lead agency at the federal level for this project. The department is ultimately responsible for monitoring, assessing, mapping, inventory and generation of baseline environment data for the prevention, mitigation and control of hydro- meteorological related disasters in Nigeria. Other responsibilities include:  Monitoring the impact of global change and associated impacts on flood, inland and coastal Erosion  Land reclamation  Development of Soil Conservation policy and master plan towards efficient land use practices in Nigeria  Processing and management of satellite data for management of hydro-metrological related disasters in Nigeria-flood, erosion, water harvest & Coastal Erosion  Inter-basin water transfer from regions of surpluses to region of deficits for water harvesting for flesh flood prevention  Formulation of resettlement strategies, emergency preparedness plans, and sociological aspects of coping with flood in affected areas in the country in cooperation with other related agencies. 156  Development and operation of flood, early warning systems.  Studies and designs for control of Soil Erosion, Flood Coastal Zones Management water harvesting and management.  Public enlightenment on prevention, mitigation and control of Flood Erosion and Coastal Zone Degradation.  Operation and Maintenance of installed physical structures for control of flood and erosion, to ensure optimum efficiency and achievement of designed life spans of such structures.  Protection and management of coastal shoreline against coastal erosion and coastal degradation.  Establishing linkages with agencies with similar mandates. 6.16.3 Federal Ministry of Water Resources (FMWR) The Federal Ministry of Water Resources is the umbrella government organ under which all water resources activities at the Federal levels, including hydrological activities, operate. The Nigerian Hydrological Services Agency and Integrated Water Resources Commission and River Basin Development Authorities are under the Ministry. 6.16.4 Nigerian Hydrological Services Agency (NIHSA) The Nigeria Hydrological Services Agency (NIHSA) operates and maintains hydrological stations nation-wide for gauging of surface water points. The agency also undertakes groundwater exploration and monitoring. The data collected is stored in robust database system, analyzed and processed for the purpose of mapping all the nation's water deposits and also to provide the vital hydrological and hydrogeological data required for sustainable water resources budgeting for various purposes such as domestic, irrigation/agricultural development (for food security and poverty alleviation), hydroelectricity generation, industrialization, tourism and recreation among others. 6.16.5 Integrated Water Resources Commission The commission ensures the effective monitoring and evaluating of water sector program, and also receives and investigates complaints from consumers and other persons in the water resources sector. 6.16.6 Federal Ministry of Works (FMW) The Federal Ministry of Works is engaged to ensure modern and reliable national road transport network in the country. They are also charged with Federal Highways and Bridges (Planning & Design, Construction & Rehabilitation, Monitoring and Maintenance of Federal Roads nationwide, Provision of Highway Engineering Infrastructure, Surveying and mapping the nation’s internal and international boundaries. Under the ministry they have several departments and agencies. 6.16.7 Federal Ministry of Agriculture and Rural Development (FMARD) The Federal Ministry of Agriculture and Rural Development ensures that the citizenry are provided with credible and timely information on government activities, programs and initiatives; while creating an enabling technological environment for socio-economic development of the nation. 6.16.8 National Environmental Standards and Regulatory Enforcement Agency (NESREA) The agency is chiefly responsible for the protection and development of the environmental, biodiversity conservation and sustainable development of Nigeria’s natural resources in general 157 and environmental technology including liaison with relevant stakeholders within and outside Nigeria on matter of enforcement of environmental standards, regulations, rules, laws, policies and guidelines. The safeguard responsibilities for the NEWMAP are highlighted in the table 5.0 below Table 27: Safeguard Responsibilities for NEWMAP S/No Category Roles I Federal Government Lead role -provision of advice on screening, scoping, review of MDAs (Federal Ministry Draft RAP/EA report (in liaison with State Ministry of Environment), of Environment and her receiving comments from stakeholders, public hearing of the agencies (Such as project proposals, and convening a technical decision-making NESREA) panel, Project categorization for EA, Applicable standards, Environmental and social liability investigations, Monitoring and evaluation process and criteria II State Compliance overseer at State Level, on matters of Land Government Acquisition and compensation and other resettlement issues, MDAs Lead role -provision of advice on screening, scoping, review of Draft RAP/EA report (in liaison with Federal Ministry of (Ministry of Lands, Environment), receiving comments from stakeholders, public Survey and Urban hearing of the project proposals, and convening a technical Development, decision-making panel, Monitoring and evaluation process and criteria. Ministry of Environment, etc. Other MDAs The MDAs applies when relevant areas or resources under their jurisdiction are likely to be affected by or implicated sub-projects. They participate in the EA processes and in project decision making that helps prevent or minimize impacts and to mitigate them. These institutions may also be required, issue a consent or approval for an aspect of a project; allow an area to be included in a project; or allow impact to a certain extent or impose restrictions or conditions, monitoring responsibility or supervisory oversight. III World Bank Assess implementation Recommend additional measures for strengthening the management framework and implementation performance. IV NEWMAP SPMU Liaise closely with Ministry of Environment in preparing a coordinated response on the environmental and social aspects of Safeguards project development. Unit 158 V Local government Liaising with the PMU to verify adequacy of resettlement location and provide approval for such sites, Providing additional resettlement area if the designated locations are not adequate, Provide necessary infrastructures in relocated areas, engage and encourage carrying out comprehensive and practical awareness campaign for the proposed sub-projects, amongst the various relevant grass roots interest groups. VI CDA Ensure Community participation by mobilizing, sensitizing community members; (Community Will work with the PMUs at Federal and State levels, and other Development stakeholders. They are to ensure effective project delivery in a Organisations) timely, safe and environmentally sound manner. Consultants, Contractors, and Site Engineers VII NGOs/CSOs Assisting in their respective ways to ensure effective response actions, Conducting scientific researches alongside government groups to evolve and devise sustainable environmental strategies and rehabilitation techniques, Organizing, coordinating and ensuring safe use of volunteers in a response action, and actually identifying where these volunteers can best render services effectively & Providing wide support assistance helpful in management planning, institutional/governance issues and other livelihood related matter, Project impacts and mitigation measure, Awareness campaigns VIII The General Same as above Public The other institutions, on the other hand, come in as and when relevant areas or resources under their jurisdiction or management are likely to be affected by or implicated in the execution of the project. These institutions are grouped broadly into two – resource based ones and the utility service providers. They all have a significant role and are consulted as appropriate. They participate in the EIA processes and in project decision-making that helps prevent or minimize impacts and to mitigate them. These institutions may also be required:  To issue a consent or approval for an aspect of a sub- project;  To allow impact to a certain extent or impose restrictions or conditions. Furthermore, the institutions may have monitoring responsibility or supervisory oversight in an area of concern or interest to them during implementation. 6.17 State Level Institutions The State level institutions include the SPMUs and other relevant Ministries, Departments and Agencies (MDAs). Some relevant agencies include: 159 6.17.1 Abia State Environmental Protection Agency (ASEPA) This serves as the regulatory body to protect and manage the environmental issues in the state. The functions of the ASEPA include:  Enforcement of all environmental legislations in the states  Minimization of impacts of physical development on the ecosystem  Preservation, conservation and restoration to pre-impact status of all ecological process essential for the preservation of biological diversity.  Protection of air, water, land, forest and wildlife within the state.  Pollution control and environmental health in the state. 6.17.2 Abia State Ministry of Agriculture The state ministry promote accelerated agricultural development, increase production in all the sub sectors; and realization of the structural transformation in the socio-economic development of the rural areas. 6.17.3 Abia State Ministry of Works The Ministry of Works the State level ensures the construction and maintenance of rural and urban road networks as well as transportation issues. They are also responsible for the physical development of the States specifically the duties of Planning, Researching, Formulation, Implementation and evaluation and evaluation of policies on roads, electrical and Mechanical installations as well as the acquisition of earthmoving equipment and other machines needed in survey and Civil Engineering works. 6.17.4 Abia State Ministry of Land and Survey The major function of the Ministry of Land and Survey is to ensure that there is optimal utilization of land resources in their states in order to achieve development. For the NEWMAP purpose, the State Ministry of land will provide proper guidelines in acquiring land from the members of the community for the purpose of the work. 6.17.5 Abia State Ministry of Information The State Ministry of Information will be responsible for the dissemination of information that will enhance and facilitate project understanding and acceptance at the level of the state. It will have an idea on the language of the community members and the culture of its local people. The ministry will utilize the use of radios, television media, public awareness campaigns and jingles; going into the communities and informing the people and other communication media to educate the community members on the importance of the NEWMAP in their community. This ministry will play a vital role in community involvement mechanism. 6.17.6 Abia State Ministry of Youth Development This ministry will work with the State NEWMAP to ensure that youths of the local communities gain occupational benefits from sub-project implementation. 6.17.7 Abia State Ministry of Rural Development and Poverty Alleviation The ministry is responsible for community-based matters such as community mobilization; self- help projects, rural industrialization, neighbourhood watch, training and workshop for community development associations, listing of community development associations in the State etc. It will assist in educating the community members on the importance of the NEWMAP. It will provide indigenous communities with assurance. For example: that the NEWMAP will not disrupt any farming practices but rather provide a better environment for production systems to thrive. 160 6.17.8 State Project Management Unit (PMU) The PMU, as the implementing authority, has the mandate to:  Co-ordinate all policies, programmes and actions of all related agencies in the States  Ensure the smooth and efficient implementation of the project’s various technical programmes  Cooperate through a Steering Committee that provides guidance to the technical aspects of all project activities;  Maintain and manage all funds effectively and efficiently for the sub-projects  Plan, coordinate, manage and develop NEWMAP projects to ensure success.  Coordinate activities of the State Licensing Authority and all vehicle inspection units.  Recommend on policy issues to the Governor including mechanisms for implementation.  Prepare plans for the management and development of NEWMAP project.  Facilitate the discussion between PAPs and communities regarding compensation for land acquired for the subprojects micro-projects;  Monitor the project work to ensure that the activities are carried out in a satisfactory manner;  Organize the necessary orientation and training for the departmental officials so that they can carry out consultations with communities, support communities in carrying out RAPs and implement the payment of compensation and other measures  (relocation and rehabilitation entitlement) to PAPs in a timely manner;  1Ensure that progress reports are submitted to the World Bank regularly SPMU Safeguard Units To ensure sustainability in all the NEWMAP projects, an Environmental/Social and Livelihood Safeguards Unit that reports directly to the Project Coordinator exists. The paramount objective of the Environmental/Social and Safeguards unit is to ensure the effective consideration and management of environmental/social concerns in all aspects of NEWMAP project, from the design, planning, implementation, monitoring and evaluation of initiatives in the State. Thus a key function of the Unit is to engender a broad consensus, through participatory methods and extensive dialogue with affected and interested parties, on fair and adequate methods by which rights of way can be cleared of occupants as needed, taking account of international standards for involuntary displacement as incorporated into the World Bank's OP 4.12 on Involuntary Resettlement and environmental compliance with the EA. With this, particular attention is directed at minimizing environmental/social risks associated with the development of sub-project initiatives, as well as the identification and maximization of social development opportunities arising from investments. In the implementation of the NEWMAP, the Safeguard Unit will be expected to advise on the environmental and social costs/benefits of the different options and audit environmental and social safeguards compliance of sub-projects. The PMU Safeguards Unit will function as an independent unit. For all environmental and social issues, the Safeguard Unit shall work closely with other relevant MDAs in preparing a coordinated response on the environmental and social aspects of the NEWMAP sub-projects. In order to achieve this made, the PMU would have in each State Steering Committee (Board) and a Project Implementation Unit (PIU) for coordinating the day to day activities with the relevant line departments.. Two members of the PMU will be designated as Environmental & Social Officers to oversee the implementation of Safeguard instrument for the ESMP and the RPF as well as any other environmental and social provisions as deemed fit for project implementation as per the regulations of the World Bank and Government of Nigeria and the respective State government. The roles and responsibilities of the Safeguard 161 Specialists (Environmental and Social Officers to anchor environmental and social issues distinctively) are described below; Roles & Responsibilities of Safeguard Specialists  Review all EA / SA Documents prepared by consultants and ensure adequacy under the World Bank Safeguard policies including the OP4.01;  Ensure that the project design and specifications adequately reflect the recommendations of the EIA / ESIA;  Co-ordinate application, follow up processing and obtain requisite clearances required for the project, if required;  Prepare compliance reports with statutory requirements;  Develop, organize and deliver training programme for the PIU staff, the contractors and others involved in the project implementation, in collaboration with the PMU;  Review and approve the Contractor’s Implementation Plan for the environmental measures, as per the ESIA and any other supplementary environmental studies that may need to be carried out by the PIU;  Liaise with the Contractors and the PIU / State Implementing agency on implementation of the ESMP / RAP;  Liaise with various Central and State Government agencies on environmental, resettlement and other regulatory matters;  Continuously interact with the NGOs and Community groups that would be involved in the project;  Establish dialogue with the affected communities and ensure that the environmental concerns and suggestions are incorporated and implemented in the project;  Review the performance of the project through an assessment of the periodic environmental monitoring reports; provide a summary of the same to the Project Manager, and initiate necessary follow-up actions;  Provide support and assistance to the Government Agencies and the World Bank to supervise the implementation. Note: Because of the sectoral nature of the NEWMAP and anticipated project types, and given the number of safeguard policies, a safeguards manual will be prepared by the proponent. 6.18 Local Government Level Institutions The Local Government has become accepted as the government nearest to the people or the masses. For any meaningful development to take place, this level of government needs to be galvanized, to execute people oriented programs, which seek to lower poverty level as is designed in NEWMAP. The LG governs the affairs in the various communities. It is expected that it serve as an inter-phase between the community members and the SPMU. The LG can assist in the implementation of the proper community mechanism. Members of the local government are mostly people from the community and can easily win the trust of the people. Their staff can work together with the other MDAs and CBOs. The Local Government Council has to be fully briefed and enlightened in the process and steps to be taken in the ESMP/EA/ESMP and the overall project execution. The Council should in turn engage and should be encouraged to carry out a comprehensive and practical awareness campaign for the proposed project, amongst the various relevant grass roots interest groups. 162 6.18.1 Community Level and other Institutions This includes direct and other concerned stakeholders/groups. This may have complaints/views that need to be resolved in the choosing and execution of the various subprojects. It is obvious that villages and youth leaders shall ensure that social values are not interfered with. 6.18.2 Community Based Organizations (CBO) These are organizations based in the communities. Organizations in the community can serve as an inter-phase and can speak for the people. They can communicate to the SNEWMAP, the intentions and needs of the people and vice versa. 6.19 World Bank The World Bank will assess the implementation of the ESMP and recommend additional measures for strengthening the management framework and implementation performance, where need be. The reporting framework, screening procedures and preparation of management and mitigation plans shall be discussed and agreed upon by the Bank team and PMU during the early part of project implementation. 6.20 Consultants, Contractors and Site Engineers The Consultant and Contractor will work with the PMU and other stakeholders in prompt and effective projects delivery. 6.21 Safeguards Manual A Safeguard manual will be prepared in order to enable the FPMU, SPMU, Safeguards PMU and implementers of sub-projects, ensure that all sub-project activities comply with environmental and social safeguards requirements of the World Bank. 163 7 CHAPTER SEVEN: RECOMMENDATIONS The following recommendations are for the consideration of the Abia State NEWMAP PMU towards ensuring the improvement of decisions and filling of gaps identified by the ESMP study. Improvement of capacity of the Project site committee members is important to ensure that they deliver their duties as expected. Also there should be adequate awareness creation in the area of water harvesting as this will reduce surface run-off especially during the rainy season thereby preventing flooding and subsequent erosion. Residents should be enlightened on the anthropogenic causes of erosion and ways to prevent them especially in alternative ways of doing things. There is a need to enlighten the residents of the community on SLM practices that will maintain or improve a balanced soil organic material-nutrient cycle as well as reduce vulnerability to erosion There is also a need to create more awareness on the anthropogenic causes of soil erosion and flooding with a bid to prevent future occurrence after the rehabilitation works. Waste management is also a serious issue in the area as residents tend to dump refuse either in the gully or drainages. These should be discouraged and programmes designed to enlighten them n best practice for refuse disposal. 164 REFERENCES Adegoke, O.S., 1969. Eocene Stratigraphy Of Southern Nigeria: Colloque Sur L’ Eocene, III. Bureau De Recherché Geologiques et Minieres, Vol. 69, 20 – 48. Adeigbe, O.C and Salufu, A. E, Geology and Depositional Environment of Campano-Maastrichtian Sediments in The Anambra Basin, Southeastern Nigeria: Evidence From Field Relationship And Sedimentological Study, Earth Sci. Res. J. Vol.13 No.2 Bogotá July/Dec. 2009 Anyanwu J. C., Egbuche C. T., Amaku. G. E., Duruora J. O., Onwuagba, S. M. The Impact of Deforestation on Soil Conditions in Anambra State of Nigeria. Agriculture, Forestry and Fisheries. Special Issue: Environment and Applied Science Management in a Changing Global Climate. Vol. 4, No.3-1, 2015, Pp. 64-69. Environmental and Social Management Framework for the Nigeria Erosion and Watershed Management Project, World Bank (2013) FAO (Food and Agricultural Organization of the United Nations). (1991). A Study for the Reasons for Success or Failure of Soil Conservation Projects Herweg, K. (1999). Field Manual for Assessment for Current Erosion Damage. Ibe, K.M, and Njemanze, G.M., (1998) The Impact of Urbanization and Protection of Water Resources Owerri, Nigeria [online] Available from IFC performance Standards on Environmental and Social Sustainability, World Bank (2012) Norman H. (1995). Soil Conservation. 3rd Edition. Batsford, UK. Oboh, F.E. (1992): Middle Miocene Paleoenvironments of the Niger Delta. Palaeogeography, Palaeoclimatology, Paleoecology 92: 55-84. Offodile M.E, an Approach to Ground Water Study and Development in Nigeria. Mecon Services, Jos, 1992, 247p. Onuoha, K. M. And Uma, K. O; 2008, Hydrodynamic Flow And Formation Pressures In The Anambra Basin, Southern Nigeria, Product Of University Of Nigeria, Nsukka Virtual Library, Pp. 142-159. Operational Manual (Safeguards on Involuntary Resettlement), World Bank (2001) Practices Project Appraisal Document for Nigeria Erosion and Watershed Management Project, World Bank (2012) Project Implementation Manual for Nigeria Erosion and Watershed Management Project, World Bank, (2013) Resettlement Policy Framework for Nigeria Erosion and Watershed Management Project, World Bank (2012) Reyment R. A.; 1976. Stratigraphy of Niger Delta. Ibadan University Press, Nigeria. DIYOKES, 2016, Final Engineering Drawings Umuda Isingwu/Umuagu Ibeku Gully Erosion Mitigationworks. Suresh, R. (2007). Soil and Water Conservation Engineering.Second edition, Standard Publishers Distributers, 44-46. World Bank (1991), Environmental Assessment sourcebook volume I: Policies, procedures and cross-sectoral issues. World Bank, Washington. World Bank (2004). Strategic Framework for Mainstreaming Citizen Engagement in World Bank Group 165 ANNEX ONE: ESMP TEMPLATE Chapter 1: Background of ESMP Activity Chapter 2: Institutional and legal framework for environmental management  Discussions on World Bank safeguard policies triggered by NEWMAP and the proposed activity.  Summary of relevant local and federal policy legal regulatory and administrative frameworks. Chapter 3: Biophysical Environment  Description of the area of influence and environmental baseline conditions. Chapter 4: Socio-economic Characteristics & Consultation with Stakeholders  Analysis of existing livelihoods opportunities, income, and gender characteristics, age profile, health, transport and access to existing community structures at watershed community, household and individual levels.  Analysis of existing formal and informal grievance redresses mechanisms in and around the intervention areas.  Presentation of consultants with relevant stakeholders and affected persons.  Other topics as relevant Chapter 5: Assessment of potential adverse impacts and analysis of alternatives  Methods and techniques used in assessing and analyzing the environmental and social impacts of the proposed project.  Discussion of alternatives to the current project and reasons for their rejection including short description of likely future scenario without intervention.  Discussion of the potentially significant adverse environmental and social impacts of the proposed project. Chapter 6: Environmental & Social Management Plan (ESMP) including:  Discussion of the proposed mitigation measures  Institutional responsibilities and accountabilities  Capacity building plan  Public consultation plan  Description of “Grievance Redress Mechanism� in alignment with the ESMF, RPF, RAP and project implementation manual to address situations of conflicts or disagreements about some of the project activities. 166  Monitoring and Evaluation plan including suitable indicators for the proposed project  Cost of implementing the ESMP Chapter 7: Summary, Recommendations and Conclusion Annex 1: List of Persons Met Annex 2: Summary of World Bank Safeguard Policies Annex 3: General Environmental Management Conditions for Construction Contracts/Civil Works. Annex 4: References Annex 5: Summary of the database of information collected for ESMP Annex 6: Maps Annex 7: Photos/Videos COMMENTS - The logo of Hospitalia Consultaire should be removed from the work - How many enumerators did you use to get to this no 515, please their names, Age and sex are required. - No abbreviations – This should come after the executive summary.  The font size of this report should be increased. - Include list of names of the stakeholders. - Include list of economic trees with their botanical names in tabular form. - A bar chart representation is needed. - In xii the number in Plate does not tally with the words. - There is no delineated map of the site in question. - Please include the name of the laboratory where the samples collected were taken to arrive at these results. 167 ANNEX TWO: TERMS OF REFERENCE FOR THE PREPARATION OF AN ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN (ESMP) BACKGROUND The Government of Nigeria is implementing the multi-sectorial Nigeria Erosion and Watershed Management Project (NEWMAP), which is financed by the World Bank, Global Environment Facility, the special climate change fund, and the Government of Nigeria. NEWMAP Finances activities implemented by states and activities implemented by the Federal Government. The project currently includes 7 mover states, namely Anambra, Abia, Cross River, Edo, Enugu, Ebonyi, and Imo, and recently additional 12 states have been added namely Delta, Oyo, Sokoto, Gombe, Plateau, Kogi, Kano, Akwa Ibom, Borno, Nasarrawa, Katsina and Niger states. The lead agency at the Federal level is the Federal Ministry of Environment (FME), Department of Erosion, Flood and Coastal Zone Management. State and local governments, local communities and CSOs are or will be involved in the project, given that the project is a multi-sector operation involving MDAs concerned with water resources management, public works, agriculture, regional and town planning, earth and natural resources information, and disaster risk management. The development objective of NEWMAP is to reduce vulnerability to soil erosion in targeted sub- watersheds. At state level, NEWMAP activities involve medium-sized civil works such as construction of infrastructure and/or stabilization or rehabilitation in and around the gullies themselves, as well as small works in the small watershed where gullies form and expand. These works trigger the World Bank’s Safeguard policies including Environmental Assessment Op4.01, Natural Habitats Op 4.04, Cultural Property OP 11.03, Involuntary Resettlement OP 4.12 Safety of Dams OP 4.37; Pest Management Safeguard Policy OP 4.09 and Projects on International Waterways OP 7.50. The Environmental and Social Safeguards concerns are being addressed through two national instruments already prepared under the project: an Environmental and Social Management Framework (ESMF) and a Resettlement Policy Framework (RPF). These framework instruments need to be translated into specific costed, measurable, and monitorable actions for specific management and action plans. ESMF: In general, the ESMF specified the procedures to be used for preparing, approving and implementing (i) environmental/social assessments (ESAs, alternatively both an SA or an EA) and/or (ii) environmental/social management plans (ESMPs, or alternatively both an EMP and SMP) for individual civil works packages developed for each project. ESMPs are essential elements for category B projects. OBJECTIVE AND SCOPE OF THE CONSULTANCY The objective of the consulting services is to prepare an Environmental and Social Management Plan (ESMP) for Umuda Isingwu / Umuagu Ibeku gully erosion complex in Umuahia North Local Government of Abia State intervention site(s). Each ESMP is site-specific and consists of a well-documented set of mitigation, monitoring, and institutional actions to be taken before and during implementation to eliminate adverse environmental and social impacts, offset them, or reduce them to acceptable levels. Each ESMP also includes the measures needed to implement these 168 actions, addressing the monitoring and institutional arrangements for the upper and lower watersheds in the intervention site. The consultant will work in close collaboration with the Engineering Design Consultants and NEWMAP State Project Management Unit’s (SPMU) safeguard team, and with other actors as directed by the SPMU. In that respect the sequencing of the technical/feasibility studies and the ESMP will be critical. The consultant will have to receive the draft technical/feasibility studies in order to take into account the technical variants of the proposed activities and also in return inform the technical design consultants of any major constraint that may arise due to the social and environmental situation on the ground. In each intervention site, the consultant will visit the full sub-watershed as delineated in the given gully stabilization design. These sub-watersheds are an average of four square kilometers in southern Nigeria. The consultant will take into account the proposed civil engineering designs, vegetative land management measures and other activities aimed at reducing or managing runoff that would be carried out within the sub-watershed. The consultant will assess natural resources and infrastructure potentially affected during project implementation and operation and selects the management strategies needed to ensure that environmental risks are appropriately mitigated. Tasks of the consultant include the following:  Describe the existing status of the sub-watershed and gullies;  Identify the environmental and social issues/risks associated with the existing conditions;  Select and measure appropriate baseline indicators (for example, m3/sec of runoff collected in the sub-watershed during a heavy hour-long rainfall);  Develop a plan for mitigating environmental and social risks associated with construction and operation in the gully in consultation with the relevant public and government agencies; Identify feasible and cost-effective measures that may reduce potentially significant adverse environmental and social impacts to acceptable levels;  Develop a time-bound plan for mitigating environmental and social risks associated with sub-watershed management in consultation with the relevant public and government agencies;  Identify monitoring objectives and specifies the type of monitoring, with linkages to the impacts assessed and the mitigation measures described above (in a-e);  Provide a specific description of institutional arrangements: the agencies responsible for carrying out the mitigation and monitoring measures (e.g for operation, supervision, enforcement, monitoring of implementation, remedial action, financing, reporting, and staff training) and the contractual arrangements for assuring the performance of each implementation agency;  Define technical assistance programs that could strengthen environmental management capacity in the agencies responsible for implementation;  Provide an implementation schedule for measures that must be carried out as part of the project, showing phasing and coordination with overall project implementation plans; and  Provide the expected capital and recurrent cost estimates and sources of funds for implementing the ESMP and inform accordingly the design consultants so that these costs are duly taken into consideration in the designs. UMUDA ISINGWU/UMUAGU IBEKU GULLY EROSION COMPLEX 169 The Umuda Isingwu/Umuagu Ibeku gully erosion complex lies between longitude 05o 32’ and 05o 34’ North, and latitude 07o 28’ and 07o 30’ East. The Umuda Isingwu/Umuagu Ibeku gully erosion complex consists of Umuagu main gully and its tributary Umuda/Okengwu gully, and Isingwu main gully. They are located in Umuagu Ibeku and Umuda Isingwu communities in Umuahia North local government area of Abia State. This site has three different gully heads at Umuagu, Umuda and Isingwu villages. The Umuagu and Umuda/Okengwu gullies empty into Iyi Doti (De Oti) stream while Isingwu gully empties into the Obohu stream. The confluence of Iyi Doti and Obohu streams is at Nchi Isingwu Umuda Amafor and retains the name Obohu as it flows downstream. Fig. 1: The Erosion and watershed map of Umuda Isingwu/Umuagu Ibeku Complex gully erosion is shown 170 Fig 2: Delineated map of Umuda Isingwu/Umuagu 171 1.1.1. THE PROBLEM d. Umuagu Gully Erosion Site The gully may have started as a result of runoff from a collection of reinforced concrete drains on both sides of an asphalt paved road that stopped at a culvert and those from an earth road with concrete lined drain on one side. The 2.4 x 1.0 m culvert is located at the intersection of the asphalt road and the earth road leading to the house of the Pastor of Behold He Cometh Pentecostal Church and Theological Seminary, Umuagu, about 200m upstream of the gully head. Runoff from the three stretches of drains pass through the culvert and flow partly over farmland before encountering a sudden steep slope. The result is undercutting and the development of the gully head and subsequently the development of the Umuagu gully which is threatening the community primary school buildings. Other major cause of the gully includes additional runoff from the side of the earth road without drain, as the alignment of the earth road follows the route of the runoff that terminated at the gully head. The shape of the gully is trapezoidal and it has an estimated bottom width of 2m - 4m, top width of 30m – 40m and depth of 30m – 35m. The soil formation as observed is 172 predominantly sandy soil and easily erodible. The distance from the gully head to Iyi Doti is about 850m. e. Umuda Isingwu Gully Erosion Site The gully may have been caused by poor and inadequate construction of drainage structures on the Umuda – Isingwu road that branched off from the Umuahia – Uzuakoli road. Runoff from 600mm wide by 600mm deep reinforced concrete rectangular drains on both sides of the road is drained by a 600mm diameter reinforced concrete pipe culvert along Umuda – Isingwu road close to Chief Friday Okengwu’s compound. The discharge from the culvert flows directly over open farm land without any protective measures. f. Isingwu Gully Erosion Site The Isingwu gully may have been caused by the abrupt termination of the short length of reinforced concrete roadside drainage channel which led to the development of the gully head and subsequently expansion as gully fingers of different sizes, as one moved downwards along the earth road, over a steep slope towards the Obuhu stream. The gully has cut the road surface in many sections preventing the people of Isingwu from going to Obuhu to fetch water for domestic use and from communicating with the communities across the stream. Other major cause of the gully is the steep slope topography of the site and collection of runoff from the higher elevation paved roads and residences flowing over the abandoned earth road and drains. The gully has various shapes and is still active and has its outlet at Obuhu stream, a distance of about 950m. A section of the gullied road is currently being used as dumping ground for solid waste. Except for vegetation that covered the area on its own, no past efforts have been made to check the propagation of the gullies; rather another road alignment that avoided the gullied sections was set out and graded leading to Obuhu stream. 1.2.2. THE SOLUTIONS a. Umuagu Ibeku gully - Conduct runoff safely through the gully to safely discharge into Iyi Doti stream using drainage channels, chute spillways, stilling basins and outlet protection works; install check dams and retaining walls accompanied by earthworks and vegetation. b. Umuda Isingwu gully – Conduct runoff safely through the gully to safely discharge into the main gully using drainage channels, chute spillways, stilling basins and outlet protection works; install check dams accompanied by earthworks and vegetation. c. Isingwu-Ossah road gully - Fill up every gully and reconstruct road with drainage structures as if new project and plant vegetation. 1.2. RATIONALE FOR THE STUDY The destructive effects of this Gully erosion is not only the annual washing away of the soil and nutrients which decreases the productivity of the soil and yields from agricultural crops, but extends to lives and properties of people around this community. They gully erosion problem is critically studied and appropriate erosion control structures sited at right places within the study area. Umuagu primary school will be saved from gully threat 173 Umuagu primary school will reclaim the school playground and pupils resume their games’ programme several residential buildings, valuable residential plots of land and economic trees will be secured. As the Isingwu – Ossah road will be motorable; there will be improved transport and communication system between the villagers and neighbouring communities. Health benefits will include reduction of malaria and other diseases as the stagnant pools of water on the gullies which have been breeding grounds for mosquitoes and other disease vectors would disappear. The following socio-economic issues shall be addressed in the ESMP:  A summary of the impacted communities for the project: location, access, population (number, demographic and social characteristics); economy (employment rate, income distribution); services (types, capacity, and adequacy) and housing. Concern is the ability to provide work force, service new development and absorb and adjust to growth (worker/family).  A summary of the views of the population including vulnerable groups, determined through documented discussions with local communities. These meetings and discussions must be documented and should show how issues and problems raised are or will be resolved (note that an Abbreviated Resettlement Action Plan (ARAP) could be developed for the Site, and this is covered under separate TORs).  Cultural: Summarize the possible effects of the project on historical/archaeological sites, heritage/artefacts, native religious or harvest sites of the affected communities and identification or development of mechanisms for handling chance findings. Other tasks: The consultant shall assist the SPMU to: (i) Register the ESMP with the environmental assessment (EA) departments at Federal and State levels; and (ii) Disclose the finalized ESMP at National, State, LGA and Community levels. 1.3. QUALIFICATIONS The consultant(s) must have expertise and advanced degrees earned in relevant fields including but not limited to: civil/environmental engineering, environmental sciences, or the social sciences. Minimum experience should be eight (8) years with a minimum specific experience of four (4) years on planning related to infrastructure development or disaster response. The consultant(s) must have experience in design and preparation of an Environmental and Social Management Plan (ESMP) for infrastructure projects. The consultant(s) must have competency and documented experience in social and environmental scientific analysis and development of operational action plans. The consultant(s) must have a working knowledge of World Bank operational safeguards policies gained through hands-on experience in the preparation and implementation of environmental and social management plans in an urban area. 174 1.4. DELIVERABLES AND TIMING  Inception Report: One week after contract signing.  Week 4: A draft ESMP will be submitted for comments in four weeks from the date of signing the contract.  Week 6: The draft final ESMP Report will take into account all comments, and will be submitted to the SPMU.  Week 8: The Final ESMP acceptable to SPMU Abia State and to the World Bank. A comprehensive database of relevant information collected in Excel format NB  All reports shall be submitted in hard and soft copies (in flash drives) 1.5. PROJECT-SPECIFIC  Environmental and Social Management Framework (ESMF)  Resettlement Policy Framework (RPF)  NEWMAP Project Appraisal Document (PAD)  NEWMAP Project Implementation Manual (PIM)  World Bank safeguards policies  Intervention design 1.6. ESTIMATED COST It is estimated that the duration and cost of consultancy for the preparation of this Environmental and Social Management Plan (ESMP) will be for 56 days at N------------- Naira per day which comes to N------------- Naira. Associated field research costs will also be covered under the terms of the assignment including payment for field researchers and associated travel costs. Below is a detailed breakdown of cost: i. Payment of field researchers: N------------- ii. Acquisition of Analysis high resolution imageries for the referenced depiction of site characteristics: N------------- iii. Analysis and establishment of critical baseline: N------------- iv. Refreshment and logistics for consultations: N------------- v. Transportation cost: N------------- vi. Hotels, Food and incidentals: N------------- vii. Contingencies: N------------- viii. Production of report/deliverables: N------------- 1.7. PAYMENT SCHEDULE 10% of Contract sum on successful conclusion of inception deliverable 20 % of Contract sum on submission of Draft Report 40% of Contract sum on submission of Draft Final Report 30% of Contract sum of submission and Acceptance of Final Report. 175 ANNEX THREE: SAMPLE SOCIO-ECONOMIC DATA COLLECTION FORM IDENTIFICATION Community: _________________ Date___________________ Name of Interviewer________________________________ Affix Passport Here Name of the Respondent: _______________________________________________ Phone No___________________________ Relationship to Household head_________________________ Age___ Sex___ Address: __________________________________________________ Nationality____________ Nativity ___________ Length of stay within the community____________ GENERAL INFORMATION Religious Group: Christians____Muslim___ATR___Others (specify) ___ Social Group: Vulnerable___General___ Family Pattern: Joint___Nuclear___Individual______ Size of Family: Small (2-4) ____Medium (5-7) ____Large (Above7) ____ FAMILY PARTICULARS (Start from head of the household) S/N Name of Member Sex Age Marital Relationship Educational Occupation Status to HH-head Level Primary Secondary Household’s Main Occupation________________and Monthly income (N)___________Secondary Source_________and Monthly Income (N)________No. of Adult earning members:________ No. of dependents:___ Family annual expenditure: (N)_________ 176 COMMERCIAL/SELF EMPLOYMENT ACTIVITIES Type of Shop/Business Enterprises (SBEs) Hotel____Provision store____Repair & Workshop____ Other Shops (Specify) ___________Other Enterprise (Specify) _____________No. of Partners: ___ Employment Pattern Owner/Operator____Employed 1 to 5 persons___Employed above 5____ VULNERABILITY HH becoming BPL as a result of loss of livelihood/asset___ Female headed household___ PUBLIC UTILITIES How would you describe the condition of the following amenities in town you live/community? Amenities Very Good Good Fair Poor Roads to the community Roads within the community Schools in the community Public Health Institutions Potable Water Public Electricity Communication facilities (Postal Service, Telephone) Public recreation facilities What is the major source of water available to your household? (i)River____ (ii)Borehole (commercial)____ (iii)Borehole (private)___ (iv)Public pipe-borne water___(v)Pond___ (vi)Water Vendor___ (vii)Well water___ How long does it take you in minutes/hours to get to your water source___ What is your primary source of electricity (i)Hurricane Lamp___(ii) Private Generators___ (iii)Community Generators___ (iv)State Government Utilities Board___ (v)Company Operating in your community___ (vi) PHCN (National Grid)___ What is your secondary source of electricity? (i)Hurricane Lamp___ (ii) Private Generators___ (iii)Community Generators___ (iv)Company Operating in your community___ 177 What is the main fuel you use for cooking? (i)Firewood___(ii)Charcoal___ (iii)Kerosene___ (iv)Gas___ (v)Electricity___(vi)Crop residue/ Saw dust___(vii) Animal Wastes___(viii)Others___ HEALTH AND SANITATION What type of toilet facility do you use? (i)Pit___(ii) Bush___(iii)Bucket___(iv) Water Closet___(v)Others (Specify)…… How do you dispose of your household refuse? (i)Private Open Dump___(ii) Public Open Dump___(iii) Organized Collection___(iv)Burning___(v) Bush___(vi)Burying___ Which of the following diseases/condition is most common in your area (i)Malaria___(ii)Typhoid___(iii)Diarrhoea___(iv)Cough___(v) Respiratory Disturbance___(vi)Others__ PROJECT PERCEPTION Are you aware of the proposed Erosion Rehabilitation Project? Yes___No__ If Yes, Source of information_______________ What is your opinion about the project? Good____ Bad____ Can’t say____ If good, what positive impacts do you perceive? ____________________________ If bad, what negative impacts do you perceive? _____________________________ INFORMATION ON AFFECTED PROPERTY GPS Coordinates: ____________________ Name of PAP______________________________________________________ Phone No______________________________ Category of PAP: Titleholder___ Encroacher___ Tenant___ Squatter____ others (specify) __________ Type of document possessed to certify ownership type_________________________________ If not owned, state name and Address of owner_______________________________________ ______________________________________________________________________________ If informal use right, state type of agreement__________________________________________ Number of years used_____ Rent paid/month (N) ___________ Details of the structure Type of Use: Residential____Commercial___Residential/Commercial___Other (Specify) __ Construction Type: Mud___Brick___Mud/Thatched roof__Brick/Zinc roof____ 178 No. of Rooms/Storey___Impacted Area (m2) _____Total Impacted Area (m2) ____ Utility Connection: Electricity____Water___Phone__ (P-Partially F-Fully) Other Affected Assets Compound wall/fence___ Tree___ Farmland____ Borehole/well___ Others (Specify) ____ Replacement Value (N) _________ Assets distance to the wall edge_____________ Agricultural Products Type of Crop Owner of Crop Total yearly production Average yield Average value of crop Number of labor used for production Crop products sold at market (%) Average yearly household income from agriculture (N) __________ Trees Type of Tree Number of affected Tree Average yield of fruit bearing trees Average yearly income from fruit tree RESETTLEMENT AND REHABILITATION In case you are displaced (residentially) where and how far do you prefer to be located? Within the area___ Outside the area____ Place name_______________ Distance___ (km) Which is your preferred replacement Option? Land for land lost ___Cash Assistance ___House in Resettlement Site ___Shop in Resettlement Site __Other (Specify) ___ Factors to be considered in providing alternate place 179 Access to family/friends ____Income from friends___ Income from Business activity___ Daily Job___ Close to Market___ Other (Specify) ____ 180 ANNEX FOUR: LIST OF STAKEHOLDERS MET 181 182 183 184 185 186 187 188 189 ANNEX FIVE: LIST OF ENUMERATORS S/N NAME GENDER AGE 1 CHINASA CHIKEZIE FEMALE 22 2 ANYAELE CHUKS PETER MALE 22 3 OSIM OBINNA O MALE 23 4 MPAMAH IHUOMA CHASTE FEMALE 25 5 GERALD-GRACE U NMAH FEMALE 30 6 KALU SARAH CHIDINMA FEMALE 23 7 AGBAI CHITURU IRO FEMALE 23 8 IDIKA UGOCHUKWU MALE 24 9 OKEZUE NNEOMA FEMALE 32 10 THOMAS MARY C FEMALE 23 11 MAX EMEKA UMA MALE 26 12 EKEKE ROLAND MALE 45 13 DADA ABIGAIL A FEMALE 28 14 OMEGA HUMPHREY C MALE 24 15 CHIKA ONYINYE BLESSING FEMALE 22 190