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ACCRA FINAL REPORT ESMF/SEA OF THE CWSP II – PHASE 2 May, 2004 E1653 Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized
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Page 1: ESMF/SEA OF THE CWSP II – PHASE 2

ACCRA

FINAL REPORT

ESMF/SEA OF THE CWSP II – PHASE 2

May, 2004

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Page 2: ESMF/SEA OF THE CWSP II – PHASE 2

Community Water and Sanitation Agency CWSP II Phase 2

ESMP/ SEA for CWSP II Phase 2 Final Report- 21st May, 2004

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Table of contents List of Acronyms Executive Summary i 1.0 INTRODUCTION 1 1.1 Brief description of the water resources of Ghana 1 1.1.1 Surface water resources 1 1.1.2 Groundwater resources of Ghana 3 1.2 Purpose of the ESMF/ SEA 3 2.0 BRIEF DESCRIPTION OF THE PROPOSED PROJECT 6 2.1 Objectives of CWSP II Phase 2 6 2.2 Project Components 8 2.2.1 Community sub- projects 8 2.2.2 Sector strengthening 9 2.2.3 Programme Management 10 3.0 DESCRIPTION OF RELEVANT NATIONAL LEGAL, REGULATORY

AND ADMINISTRATIVE FRAMEWORK 11 4.0 CRITERIA FOR SCREENING SUB- PROJECTS BY COMMUNITIES 13 4.1 Description of potential impacts and their environmental significance 13 5.0 GUIDELINES FOR MITIGATION 19 6.0 ASSESSMENT OF INSTITUTIONAL CAPACITY AND

IDENTIFICATION OF NEEDS 29 7.0 ENVIRONMENTAL MANAGEMENT PLAN 32 8.0 SUGGESTIONS FOR REVISION OF CWSP II POM 35 9.0 LIST OF INDIVIDUALS/ ORGANISATIONS CONTACTED 36 10.0 REFERENCES 37

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Community Water and Sanitation Agency CWSP II Phase 2

ESMP/ SEA for CWSP II Phase 2 Final Report- 21st May, 2004

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ANNEXES 38 Annex 1: Environmentally sensitive critical areas 39 Annex 2: Criteria for environmental screening of sub- projects 40 List of Tables Table 1: Summary of legal, regulatory and administrative framework 12 Table 2: Potential impacts from community borehole water supply 14 Table 3: Potential impacts from provision of household or school latrines 16 Table 4: Potential impacts from small town water supply 17 Table 5: Mitigation measures for community borehole water supply 20 Table 6: Mitigation measures for provision of household and school latrines 23 Table 7: Mitigation measures for small towns water supply 25 Table 8: Monitoring indicators for effectiveness of mitigation measures 33 List of Figures Fig 1: Drainage Map of Ghana 2 Fig 2: Geological Map of Ghana 4 Fig 3: Hydrogeological Map of Ghana showing borehole yields 5 Fig 4: Map of Ghana showing project regions 7

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Community Water and Sanitation Agency CWSP II Phase 2

ESMP/ SEA for CWSP II Phase 2 Final Report- 21st May, 2004

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List of Acronyms CSIR- Council for Scientific and Industrial Research CWSA- Community Water and Sanitation Agency DA- District Assembly DEMC- District Environmental Management Committee DWST- District Water and Sanitation Team EPA- Environmental Protection Agency ESMF- Environmental and Social Management Framework GoG- Government of Ghana GIPC- Ghana Investment Promotion Centre GPRS- Ghana Poverty Reduction Strategy GWCL- Ghana Water Company Limited IDA- International Development Agency LI- Legislative Instrument NDPC- National Development Planning Commission NGO- Non- Governmental Organisation RWST- Regional Water and Sanitation Team SEA- Strategic Environmental Assessment WATSAN- Water and Sanitation Committee WRC- Water Resources Commission WRI- Water Research Institute WSDB- Water and Sanitation Development Board

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Community Water and Sanitation Agency CWSP II Phase 2

ESMP/ SEA for CWSP II Phase 2 Final Report- 21st May, 2004

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Executive summary

Introduction The Community Water and Sanitation Agency (CWSA) received funding from the International Development Agency (IDA) in 1994 to provide water and sanitation facilities to rural communities and small towns. The first project, CWSP I was successfully reviewed in 1997 and recommended a follow- up project, the CWSP II Phase 1 which was launched in 2000. The proposed CWSP II Phase 2 also follows from the review of the Phase 1 in 2002, and will cover the Upper East, Upper West, Brong Ahafo, Ashanti, Central, and Western Regions of Ghana. Objectives of Community Water and Sanitation Project II Phase 2 The development objective of the CWSP II Phase 2 is to increase the effective and sustained use of improved CWS facilities and services in villages and small towns. The new project will build upon the achievements of CWSP II Phase 1 to support district water and sanitation programmes within the broader context of on- going decentralization reforms and other rural development initiatives within the country. CWSP II Phase 2 is designed as an Adaptive Programme Loan (APL), with a 3- year planning horizon. The specific objectives of the project are: • Implementing demand- responsive and sustainable CWS facilities, structures and services by

providing basic drinking water and sanitation facilities in rural communities and small towns through the construction and rehabilitation of water points, piped systems and sanitation facilities

• Strengthening community capacity to manage facilities by assisting communities in planning, implementation and administering services, forming and training gender- balanced Water and Sanitation Boards and WATSAN Committees, and training community members in better hygiene practices;

• Developing district level capacity to deliver CWS facilities, encouraging an active role by the private sector and NGOs in the delivery of goods and services and assisting District Assemblies in planning and providing community support in facility planning, implementation and management.

The three main components of CWSP II are the following:

1. Community sub- projects; 2. Sector strengthening; and 3. Programme management.

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ESMP/ SEA for CWSP II Phase 2 Final Report- 21st May, 2004

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The purpose of the ESMF/ SEA The ESMF/ SEA will provide a general impact identification framework to enable communities screen sub- projects and institute measures to address adverse environmental and social impacts. General guidelines for mitigation, monitoring and institutional measures to be taken during construction and operation of the sub- projects are given. Legal and administrative framework The project is governed by the following legal and administrative provisions:

• Community Water and Sanitation Agency (CWSA Act 1998, Act 564) • Water Resources Commission (WRC Act 1996, Act 522) • Ghana Investment Promotion Centre (GIPC Act 1994, Act 478) • Environmental Protection Agency (EPA Act 1994, Act 490) • Ghana Water Company Limited (GWCL Act, 1993 Act 461) • Local Government Act, 1993 Act 462

Description of potential impacts The main impacts of the sub- projects viz. (1) community water supply, (2) latrine facilities, and (3) small towns water supply, from construction to decommissioning are summarized as follows: Community water supply Borehole siting • Exposed land surfaces from cleared vegetation may induce erosion from rain events • Badly managed work activity/ site within community to pose public safety risks • Conflicts with incompatible activities and land uses eg. Sanitary points, graveyards, etc • Use of local labour and therefore locals earn income • Destruction of property- farm crops Borehole drilling and pump installation • Natural contamination from excess Chloride, Iron, Manganese, Fluoride; • Improper disposal of waste oils; • Groundwater source becomes vulnerable to contamination during development of hole. • Groundwater contamination from backfilling of unsuccessful holes • Erosion may be induced or enhanced by vegetation clearing; • Hazards from handling heavy equipment, including noise, lifting heavy materials etc • Poor housekeeping leading to stagnant water as breeding grounds for insect vectors (causing

malaria etc) • Movement of heavy trucks and equipment and road safety • Destruction of property- farm crops, structures etc Borehole operation and maintenance • Inadequate provision and inappropriate method of wastewater disposal • Congregation of livestock near water point and risk of nitrate pollution from their droppings • Public health risks may arise from system failure for example, from openings on platforms

which will leak water to contaminate groundwater source;

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• Increase in wastewater generation hence water pools to breed insect vectors of disease eg. Mosquitoes;

• Inappropriate location close to sanitary sites; • Natural contamination from Iron, Manganese, Fluoride etc in certain localities eg Fluoride in

Upper East Region as a public health risk; • The facility will occupy some space in the community. It may either be private or public land

for which compensation may be required • Availability and accessibility of pump parts; • Depletion of groundwater resource Decommissioning • Groundwater is vulnerable to pollution from backfill material, and during fishing of

construction parts • Workers exposed to noise, lifting of heavy materials etc • Movement of heavy trucks and equipment, traffic safety Household and School Latrines Construction • Handling of cement and other dusty materials • Exposed land surfaces from cleared vegetation may induce erosion from rain events • Badly managed work activity/ site within community • Use of local labour and therefore income earning; • Hazards from handling equipment, lifting heavy materials etc • Poor housekeeping leading to stagnant water as breeding grounds for insect vectors (causing

malaria etc) • Movement of trucks and equipment and road safety Operation and Maintenance • Public health risks may arise from system failure for example, from excessive visits, and high

sludge build up requiring removal and disposal • Badly managed facility hence odour problems Small towns water supply Pipelines and Reservoir Construction • Exposed land surfaces from cleared vegetation may induce erosion from rain events; • Accidental spillage of fuel and lubricants • Badly managed work activity/ site within community • Conflicts with incompatible activities and land uses; and properties along the Right-of- Ways

requiring compensation • Use of local labour and therefore income earning; • Hazards from handling heavy equipment including noise, lifting heavy materials etc • Poor housekeeping leading stagnant water as breeding grounds for insect vectors (causing

malaria etc) • Movement of heavy trucks and equipment and road safety Operation and Maintenance • Inadequate provision for, and inappropriate manner of wastewater disposal • Public health risks may arise from system failure for example, from pipe ruptures and

pressure differences may lead to contamination of supply; • Increase in wastewater generation and poor management leading pools to breed insect vectors

of disease eg. Mosquitoes

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ESMP/ SEA for CWSP II Phase 2 Final Report- 21st May, 2004

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• The facility will occupy some space in the community. It may either be private or public land for which compensation may be required

Decommissioning • Improper disposal of spoils, waste oils etc • Workers exposed to noise, lifting of heavy materials etc • Movement of heavy trucks and equipment, traffic safety, Summary of major mitigation measures The full list of mitigation measures are provided in the main body of the report. However, some examples of mitigation measures for some main impacts are mentioned below: Wastewater management • Make provisions for increased wastewater production in the planning and management of

wastewater disposal facilities. • Ensure satisfactory provisions for disposal of wastewater at both the water point and from

households. All boreholes and standpipes will have concrete well pads with drainage channels to carry wastewater into soakaways at 7m from the borehole or standpipe. Soakaways must be functional and in areas of high water table, alternative means should be found e.g. horizontal filtering systems to nearest natural drains.

• Households will construct soakaway pits to dispose of wastewater • Households may collect all wastewater in a closed system for periodic emptying and safe

disposal • WATSANs to pass by- laws to govern household wastewater disposal • Re- use of wastewater for livestock watering especially in water scarce communities of the

Upper Regions and for gardening in the southern parts of the country Siting conflicts • Sanitation facilities located downhill of water points (>30m) and pits above groundwater

table (>5m) Public health concerns • Regularly monitor groundwater quality for contamination (both natural and anthropogenic). • Livestock watering points should be located downstream of water points • Timely implementation of repair and replacement works on pumps and other related parts of

the system. • Avoid siting of boreholes in and around sanitary facilities, such as latrines and drainage

systems, and areas of increased pollution risks (e.g. waste dumps, cemeteries). All water points must be located upstream of sanitary and other polluting facilities (>30m upstream)

• Practice safe water handling to avoid contamination especially water stored for household use

• Community involvement in leak detection through awareness creation effort. • Ensure that sufficient pressure levels are maintained in pipelines at all times. • Regularly monitor water quality at various points in the network for contamination. • Regular disinfection of lines to maintain safe supply • Timely implementation of repair and replacement works on pipelines, pumps, water intakes,

and other related parts of the system.

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• Avoid water pipeline alignments in and around sanitary facilities, such as sewerage and drainage systems, and areas of increased pollution risks (e.g. waste dump, graveyards).

Capacity building requirements The capacity building requirements will mostly be in the form of training to successfully implement the various environmental requirements. The capacity of project staff at the CWSA will be enhanced to provide guidance, and ensure adequate environmental supervision of the sub- projects. All stakeholders will need some orientation if they are to appreciate conditions which trigger environmental action. It is proposed that environmental management issues are included in discussions at all CWSP II review/ evaluation workshops to further sensitise stakeholders. The discussions will assist to assess environmental progress especially with regard to the effectiveness of implementation of mitigation measures. Recommendations Two main suggestions are offered for inclusion in the POM, to perhaps strengthen the project. These complies (1) project component for the protection of water sheds, and (2) water quality surveillance system for community water supply. • The POM already suggests the implementation of a groundwater monitoring system and it is

further suggested that this could be expanded to consider specific community projects on for example afforestation for the protection of water catchments, especially in the very fragile ecosystems of Upper Ghana.

• Secondly, the communities may finance half yearly water quality surveillance services to be carried out by the DWST to protect community health. It is proposed to have the initial investment to acquire water quality field kits under the Sector Strengthening component of CWSP II.

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ESMP/ SEA for CWSP II Phase 2 Final Report- 21st May, 2004

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1.0 INTRODUCTION Ghana’s Water Vision for 2025 is to among other objectives, promote an environmentally sound development of all water resources in Ghana through an efficient and effective management system. The Water Resources Commission (WRC) has also drafted a Water Policy which includes the following guiding principles: • The principle of fundamental right of all people to safe and adequate water to meet basic

human needs; • The principle of recognizing water as a finite and vulnerable resource, given its multiple uses; • The principle of integrating water resources management and development with

environmental management in order to ensure the sustainability of water resources in both quantity and quality; and

• The precautionary principle that seeks to minimize activities that have the potential to negatively affect the integrity of all water resources.

The draft policy also makes specific provisions for safe water supply and sanitation to the populace, and in the rural areas it recognizes this as a cornerstone to the country’s development. In this respect it re- affirms the need to: • Strengthen and ensure sustainability of ongoing community management, operation and

maintenance of facilities, in order to safeguard investment already made; • Strengthen District Assemblies to assume a central role in supporting community

management of facilities; and • Increase the stake of and clearly define the role of the formal and informal private sector in

the provision of water and sanitation for the rural populace and ensure the facilitatory role of government agencies.

1.1 Brief description of the water resources of Ghana 1.1.1 Surface water resources Ghana experiences a rainfall pattern which shows decreasing amounts from the south- western parts of the country (~2000mm/yr) to the north (950mm/yr) and the south east (800mm/yr), making the south east the driest part of the country. There are three main surface water systems draining the country comprising the Volta (70%), southwestern (22%), and coastal (8%) river systems, Fig 1. The mean annual runoff from Ghana is about 39.4 billion m3. The Volta is a transboundary resource shared with 5 other countries namely, the Ivory Coast, Burkina Faso, Togo, Benin and Mali.

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Community Water and Sanitation Agency CWSP II Phase 2

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Tamale

Bolgatanga

Cape Coast

V O L T A B A S I N

SOUTH - WESTERN BASIN

Sekondi

Sunyani

Kumasi

10°

11°

Wa

0 100 Km.

AccraCOASTAL

BASIN

Koforidua

Ho

L E G E N D

Regional Capital

Lake/Lagoon

River

International Boundary

Fig 1: Drainage map of Ghana

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1.1.2 Groundwater resources The occurrence of groundwater in Ghana is associated with three main geological formations. These are the basement complex, comprising crystalline igneous and metamorphic rocks, the consolidated sedimentary formations underlying the Volta basin, and the Mesozoic and Cenozoic sedimentary rocks, Fig 2. The basement complex and the voltaian formation cover 54% and 45% of the country respectively. The remaining 1% consists of Mesozoic and Cenozoic sediments. Groundwater occurrence in the basement complex is associated with the development of secondary porosity as a result of jointing, shearing, fracturing and weathering. The depths of aquifers are normally between 10m and 60m and yields rarely exceed 6m3/hr, Fig 3. In the Mesozoic and Cenozoic formations occurring in the extreme south eastern and western parts of the country, the aquifer depths vary from 6m to 120m. There are also limestone aquifers, some of which are 120m to 300m in depth. The average yield in the limestone aquifers is about 184m3/hr. 1.2 Purpose of the ESMF/ SEA At this stage of preparing the environmental report, specific information on country- wide sub- project locations, land requirements, local communities, bio- physical features etc are not known as this is a demand driven project. Thus, the ESMF/ SEA will provide a general impact identification framework to assist communities screen sub- projects and institute measures to address adverse environmental and social impacts. General guidelines for mitigation, monitoring and institutional measures to be taken during construction and operation of the sub- projects are given.

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RecentTertiary, Eocene &CretaceousSekondian & Accraian

VoltaianBuem

Togo Series

Tarkwaian

BirrimianDahomeyan

Basic Intrusives

Granite

0 20 40 60 80 100 Km.

F O R M A T I O N S11°

10°

3° 2° 1° 1°0°

Fig 2: Geological Map of Ghana

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Community Water and Sanitation Agency CWSP II Phase 2

ESMP/ SEA for CWSP II Phase 2 Final Report- 21st May, 2004

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UPPER EAST REGION

UPPER WEST

REGION

NORTHERN REGION

BRONG AHAFO REGION

ASHANTI REGION

EASTERN

REGION

CENTRAL REGION

GREATERACCRA

WESTERN REGION

VOLTA R

EGIO

N

Bolgatanga

Wa

Tamale

Sunyani

Kumasi

Sekondi

Cape Coast

Accra

Koforidua

Ho

Less than 1m3/hr. (<220 gph)

1 - 3 /hr. (220 - 660 gph)

3 - 5 /hr. (660 - 1100 gph)5 - 7 /hr. (1100 - 1540 gph)

7 - 9 /hr. (1540 - 1980 gph)

9 - 15 /hr. (1980 - 3300 gph)

15 - 40 /hr. (3300 - 8800 gph)

m³m³

m³m³

TABLE OF YIELD

3° 2° 1° 0° 1°

11°

10°

0 20 40 60 80 Km.

B U R K I N A F A S O

T O G

OC

O T

E

D

' I

V O

I R

E

International Boundary

Regional Boundary

Regional Capital

L E G E N D

Fig 3: Hydrogeological map of Ghana showing borehole yields

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2.0 BRIEF DESCRIPTION OF THE PROPOSED PROJECT The Community Water and Sanitation Agency (CWSA) received funding from the International Development Agency (IDA) in 1994 to provide water and sanitation facilities to rural communities and small towns. The project was successfully reviewed in 1997 and recommended a follow- up project, the CWSP II to build upon the achievements of the CWSP I by supporting district water and sanitation within the context of the on- going decentralization reforms and other rural development initiatives in the country. The CWSP II was launched in 2000, as a long term project of over 10 years, which will enable the districts and communit ies to play a central role in project implementation. It was designed to be in 3 phases as follows: Phase 1- refinement of community/ DA contracting Phase 2- expansion to other regions Phase 3- the national Government of Ghana (GoG) programme, rather than ESA targeted

regions. The Phase 1 covered four regions only comprising Upper East, Upper West, Brong Ahafo, and Ashanti Regions and ends in December 2004. This will be expanded during Phase 2 starting from 2005 to cover two more regions, namely Central Region, and Western Region, fig 4. The basic principles that guided CWSP II Phase 1 will continue to be relevant and these are:

• Demand- responsive programming based on the Adaptive Programme Loan (APL) • Community ownership and management • Cost sharing • Promotion of behavioural change • Implementation by the private sector, and • Involvement of all relevant stakeholders in learning by doing.

2.1 Objectives of Community Water and Sanitation Project II Phase 2 The development objective of the CWSP II Phase 2 is to increase the effective and sustained use of improved CWS facilities and services in villages and small towns. The new project will build upon the achievements of CWSP II Phase 1 to support district water and sanitation programmes within the broader context of on- going decentralization reforms and other rural development initiatives within the country. CWSP II Phase 2 is designed as an Adaptive Programme Loan (APL), with a 3- year planning horizon.

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Bolgatanga

Wa

Tamale

Sunyani

Kumasi

Cape CoastSekondi

Koforidua

ACCRA

Ho

International Boundary

Regional Boundary

Regional Capital

L E G E N D11°

10°

3° 2° 1° 0° 1°

C O

T E

D '

I V

O I

R E

B U R K I N A F A S O

T O G

O

0 25 50 75 100 Km.

Existing Project Region

New Project Region

Fig 4: Map of Ghana showing project regions

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The specific objectives of the project are: • Implementing demand- responsive and sustainable CWS facilities, structures and services by

providing basic drinking water and sanitation facilities in rural communities and small towns through the construction and rehabilitation of water points, piped systems and sanitation facilities

• Strengthening community capacity to manage facilities by assisting communities in planning, implementation and administering services, forming and training gender- balanced Water and Sanitation Boards and WATSAN Committees, and training community members in better hygiene practices;

• Developing district level capacity to deliver CWS facilities, encouraging an active role by the private sector and NGOs in the delivery of goods and services and assisting District Assemblies in planning and providing community support in facility planning, implementation and management.

2.2 Project Components The three main components of CWSP II are the following:

1. Community sub- projects; 2. Sector strengthening; and 3. Programme management.

2.2.1 Community sub- projects The project will provide grants to communities, both village communities and small towns, and schools through their DAs for construction of water and sanitation facilities and also finance technical assistance and community development activities. The latter is designed to strengthen community capacity to plan, implement, operate and maintain water and sanitation facilities in an effective and sustainable manner. Priority is given to the rehabilitation of existing facilities. In addition, communities, WATSANs, WSDBs, and schools may apply for follow- up technical assistance (TA) to strengthen their capacity for managing their services. The sub- project cycle which was followed under CWSP II Phase 1 and will largely be used also in Phase 2 includes these steps: (1) promotion; (2) application; (3) community pre- selection; (4) proposal formulation; (5) proposal appraisal; (6) subproject approval and disbursement; (7) contracting; (8) construction and community development; (9) supervision and completion report; (10) operation and maintenance; (11) auditing, monitoring and evaluation. The DAs and communities/ schools will be responsible for all aspects of sub- project implementation with due diligence and efficiency in accordance with sound technical, financial, environmental and managerial standards. They will be responsible for maintaining adequate records and will be subject to periodic technical and financial audits.

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The project is yet to confirm the extent of sub- project activity in the respective beneficiary regions. Technical design criteria for water supply The CWSA has technical standards and manuals for point sources and small towns. For the former, the basic level of service is 20 litres per capita per day with one water point serving a maximum of 300 persons within 250 to 500 m. In the case of small towns, the current population is used to size the distribution system with estimated consumption of 20 to 45 litres/cap/day. The design will cover 10 year population. The installation of mechanised pumps will preferably be made in small towns that are connected to the national grid, while solar energy and generator sets will only be considered under exceptional situations. In general, water sources are prioritized as follows: (1) spring development; (2) groundwater; (3) surface water. Technical options for sanitation CWSP II encourages households and schools to select a wide range of technology options for sanitation, with a view towards promoting the use of locally available and traditional building materials. The options for village communities include (1) rectangular single pit VIP (lined and unlined); (2) Mozambique single pit VIP (lined and unlined); (3) Double pit VIP; (4) San plat; (5) improved traditional latrines. For small towns the options include (1) 1-2 seater KVI; (2) Pour Flash; (3) other traditional latrines available. In the case of schools, the options are 4-, 6-, and 10- seater KVIPs. A standard of 50 pupils per drop hole would be used and both sitting and squatting positions may be used. The use of local materials like bamboo and thatch etc will be encouraged. 2.2.2 Sector strengthening The project will finance related sector strengthening activities of the various relevant stakeholders concerned with the planning, management and implementation of the project at various levels. This will involve DAs and DWST strengthening, support to providers of goods and services, and sector and national programme development. Institutional strengthening to the DAs and DWST will be specific to the needs of each DA. The RWSTs will also organize orientation and training workshops for the DA staff and relevant committees of the DAs. In support of the private sector and NGOs, the RWST will work with the DAs to assess the capacity of the providers of goods and services in the DA and region, including technical assistance (partner organizations, small town consultants and operators, accountants), latrine artisans, hand dug well contractors, area mechanics and drillers.

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2.2.3 Programme management There is an annual budget from GoG to cover the salaries of core CWSA staff and all normal operating costs of CWSA. In addition, the project funds will be used to remunerate the Agency on a fee-for- service basis. The IDA financed management fee will be used by the Agency to cover incremental operating costs associated with project implementation, vehicles and equipment, staff development and other expenditures such as the annual and mid- year reviews.

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3.0 DESCRIPTION OF THE RELEVANT NATIONAL LEGAL, REGULATORY

AND ADMINISTRATIVE FRAMEWORKS The relevant institutions are given below and their respective legislative support and mandates are subsequently described:

• Community Water and Sanitation Agency (CWSA) • Water Resources Commission (WRC) • Ghana Investment Promotion Centre (GIPC) • Environmental Protection Agency (EPA) • Ghana Water Company Limited (GWCL), and • Municipal and District Assemblies under Local Government.

Community Water and Sanitation Agency (CWSA Act 1998, Act 564) The national water and sanitation programme was launched in 1994 and the Community Water and Sanitation Agency Act, Act 564 was promulgated by Parliament in 1998. The CWSA became an autonomous public institution responsible for the facilitation of safe water and related sanitation delivery to rural communities and small towns in Ghana. Water Resources Commission (WRC Act 1996, Act 522) The Act establishes and mandates the WRC as the sole body responsible for the regulation and management of water resources and for the coordination of any policy in relation to them. The WRC does this through the granting of water rights to potential users such as DAs, GWCL, CWSA, Communities and so on. The WRC is developing a Water Policy to give support to the use of environmental assessments to assist in the protection and conservation of water resources and encourages its application to all water usage. The Policy also promotes the rational allocation of water resources through Water Demand Management (WDM), which offers the possibility of improving the efficiency and sustainability of the use of water resources, taking into account economic, social, environmental, regional and national considerations. Ghana Investment Promotion Centre (GIPC Act 1994, Act 478) This Act empowers the GIPC, which is the government agency responsible for the encouragement, promotion, coordination of private investment in the country, to take cognizance of any effect a project is likely to have on the environment and the measures proposed for the prevention and control of such harmful effects on the environment.

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Environmental Protection Agency (EPA Act 1994, Act 490) This Act establishes and mandates the EPA to seek and request information on any undertaking that in the opinion of the Agency can have adverse environmental effects and to instruct the proponent to take necessary measures to prevent the adverse impacts. The Environmental Assessment Regulations 1999, LI 1652 list activities for which an environmental assessment is mandatory. The Regulations describe the procedures to be followed to obtain permits for both existing and proposed undertakings through the conduct of environmental impact assessments and preparation of environmental management plans. The Environmental Assessment (Amendment) Regulations 2002, LI 1703 establishes the charges to be taken by the EPA for review and issuance of a Permit. Ghana Water Company Limited (GWCL Act, 1993 Act 461) The GWCL Act mandates the GWCL to provide, distribute and conserve the supply of water to urban settlements in Ghana for public, domestic and industrial purposes. Local Government Act, 1993 Act 462 This Act establishes and regulates the local government system and gives authority to the District Assembly to exercise political and administrative power in the District, provide guidance, give direction to, and supervise all other administrative authorities in the district. The Assembly is mandated to initiate programmes for the development of basic infrastructure and provide municipal works and services as well as be responsible for the development, improvement and management of human settlements and the environment in the district. Table 1: Summary of legal, regulatory and administrative framework No Institution Act of Parliament Mandate 1. Community Water

and Sanitation Agency

CWSA Act, 1998 Act 564 Facilitate safe water and sanitation delivery to rural communities and small towns

2. Water Resources Commission

WRC Act, 1996 Act 522 Regulate and manage the use of water resources of Ghana

3. Ghana Investment Promotion Centre

GIPC Act, 1994 Act 478 Promote and coordinate private sector investment and involvement in Ghanaian economy

4. Environmental Protection Agency

EPA Act, 1994 Act 490 EAR 1999, LI 1652 EAR (Amendment) 2002, LI 1703

Ensure compliance with laid down environmental procedures in the planning and execution of development projects

5. Ghana Water Company Limited

GWCL Act, 1993 Act 461 Provide, distribute, and conserve water supply to urban Ghana.

5. District Assemblies Local Government Act, 1993 Act 462

Exercise political and administrative authority in the district and responsible for overall development

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4.0 CRITERIA FOR SCREENING SUB- PROJECTS BY COMMUNITIES This document provides the framework for an environmentally sustainable development and implementation of the sub- projects under CWSP II Phase 2, and is described as an Environmental and Social Management Framework (ESMF) or a Strategic Environmental Assessment (SEA) report. The latter was agreed upon with the Ghana EPA so that, in addition to approval by the Agency for the CWSP II Phase 2, individual community sub- projects will be permitted separately. The EPA Act 490 Part 11 on Enforcement and Control, Section 12 subsection 1 states:

“The Agency may by notice in writing require any person responsible for any undertaking which in the opinion of the Agency has or is likely to have adverse effect on the environment to submit to the Agency in respect of the undertaking an environmental impact assessment containing such information within such period as shall be specified in the notice”

The sub- projects will therefore undergo environmental scrutiny at the regional level since District EPA Offices are ye t to be established in almost all the regions. The communities should therefore (assisted by Technical Assistance) understand the permitting process as well as appreciate the importance of identifying and recognizing adverse impacts at the early stages of sub- project implementation. 4.1 Description of potential impacts and their environmental significance The sub- projects comprise borehole water supply, household and institutional latrines, and small town water supply schemes. The potential impacts from construction to decommissioning activities are described below. An indication of environmental significance is given in three main groups comprising:

• Minor (standard construction/ operational practices to address such impacts) • Moderate (standard construction practices to take care of these impacts but mitigation

measures may also be required) • Major (alternatives required otherwise mitigation measures to be adopted with strict

monitoring protocols) The above classification used in the tables is largely subjective, and may be overruled by site specific considerations. The EPA description of environmentally sensitive/ critical areas within which a new development could have significant effect are also described in the Annex 1 to provide further basis for the screening process by the communities. The potential impact of water source development for the small towns water supply projects that is boreholes, are assumed to be largely similar to the community issues and are therefore not repeated.

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Table 2 : Potential impacts from community borehole water supply Potential Impact/ Issue Environmental

Significance Borehole siting Solid waste Waste from bush clearing and removal of trees Minor Water pollution Sediment laden runoff from exposed areas mainly due to

vegetation clearing during siting; Improper disposal of sanitary waste from work camps

Minor; Minor

Soil erosion Exposed land surfaces from cleared vegetation may induce erosion from rain events

Moderate

Loss of flora/ fauna Due to the removal of vegetation Minor Public safety Badly managed work activity/ site within community Moderate Land use Conflicts with incompatible activities and land uses eg.

Sanitary points. Burial grounds are scattered in communities in Upper Region posing additional siting challenge

Major

Socio- economic Use of local labour and therefore income earning; Destruction of property- farm crops, structures; Community convenience vs Consultant’s technical judgement for chosen site

Moderate; Moderate; Minor

Borehole drilling and pump installation

Air pollution Dust emission from movement of heavy trucks and equipment

Minor

Water quality and pollution

Natural contamination from excess Chloride, Iron, Manganese, Fluoride; Improper disposal of waste oils; Improper disposal of sanitary waste from work camps; Sediment laden runoff; Groundwater source becomes vulnerable to contamination during development of hole. Groundwater contamination from backfilling of unsuccessful holes

Moderate; Moderate; Minor; Minor; Major; Moderate

Noise pollution From the movement of heavy vehicles and use of heavy equipment

Minor

Soil erosion and contamination

Erosion may be induced or enhanced by vegetation clearing; Accidental spillage of fuel and lubricants

Moderate; Minor

Loss of flora/ fauna From vegetation clearance Minor Raw material usage PVC pipes, sand, stones from local and external sources

(quarries etc) Minor

Occupational health and safety

Hazards from handling heavy equipment, including noise, ergonometric stress, lifting heavy materials etc

Moderate

Public health and safety Poor housekeeping leading to stagnant water as breeding grounds for insect vectors (causing malaria etc) Movement of heavy trucks and equipment and road safety

Moderate; Moderate

Nuisance and disturbance of community life

Visual intrusion by heavy trucks and equipment; Disruption of social activities; Destruction of property- farm crops, structures etc

Minor; Minor; Moderate

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Borehole operation and maintenance

Water pollution Inadequate provision and inappropriate method of wastewater disposal

Major

Congregation of livestock near water point and risk of nitrate pollution from their droppings

Moderate

Public nuisance and health risks

Public health risks may arise from system failure for examp le, from openings on platforms which will leak water to contaminate groundwater source; Post source contamination eg during storage in households Contamination from inappropriate pump parts eg Iron; Increase in wastewater generation hence ponding to breed insect vectors of disease eg. Mosquitoes; Inappropriate location close to sanitary sites; Natural contamination from Iron, Manganese, Fluoride etc in certain localities eg Fluoride in Upper East Region

Moderate; Major; Minor; Moderate; Moderate; Major

Occupational health and safety

Hazards from handling heavy equipment, including noise, ergonometric stress, lifting heavy materials etc

Minor

Land take The facility will occupy some space in the community. It may either be private or public land for which compensation may be required

Moderate

Raw material usage Availability of, and accessibility to pump parts; Over- exploitation of water resource leading to depletion

Moderate; Minor

Poor resource conservation practices

Depletion of groundwater resource Moderate

Borehole decommissioning

Water pollution Groundwater is vulnerable to pollution from backfill material, and during fishing of construction parts

Moderate

Air pollution Movement of heavy trucks and machinery Minor Solid waste disposal Pump parts to be suitably disposed of Minor Occupational health and safety

Workers exposed to noise, lifting of heavy materials etc Moderate

Public health and safety Movement of heavy trucks and equipment, traffic safety, Moderate

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Table 3: Potential impacts from provision of household or school latrines Potential Impact Environmental

Significance Latrine construction Air pollution Handling of cement and other dusty materials Minor Solid waste Waste from bush clearing and removal of trees Minor Water pollution Sediment laden runoff from exposed areas mainly due to

vegetation clearing during siting and construction; Groundwater becomes vulnerable to contamination for areas with high water table; Improper disposal of sanitary waste from workers

Minor; Minor; Minor

Soil erosion Exposed land surfaces from cleared vegetation may induce erosion from rain events

Moderate

Loss of flora/ fauna Due to the removal of vegetation Minor Public safety Badly managed work activity/ site within community Moderate Land use Conflicts with incompatible activities and land uses eg.

Water points Major

Socio- economic Use of local labour and therefore income earning; Community convenience vs consultant’s technical judgement

Moderate; Minor

Raw material usage PVC pipes, sand, stones, bamboo, thatch from local and external sources (quarries etc)

Minor

Occupational health and safety

Hazards from handling equipment, ergonometric stress, lifting heavy materials etc

Moderate

Public health and safety Poor housekeeping leading to stagnant water as breeding grounds for insect vectors (causing malaria etc) Movement of trucks and equipment and road safety

Moderate; Moderate

Nuisance and disturbance of community life

Visual intrusion by delivery trucks (sand, stones) and equipment Disruption of social (or school) activities

Minor; Minor

Latrine operation and maintenance

Water pollution Depth of pit within or close to local water table will expose groundwater to faecal contamination. This may be exceptional but serious

Major

Public nuisance and health risks- eg. Odour , sludge

Public health risks may arise from system failure for example, from excessive visits, and high sludge build up requiring removal and disposal

Moderate

Occupational health and safety

Hazards from handling materials and equipment Minor

Latrine decommissioning Water pollution Groundwater is vulnerable to pollution from – backfill

material Moderate

Air pollution Movement of trucks and machinery Minor Solid waste disposal Spoils (eg concrete) to be suitably disposed of Minor Occupational health and safety

Workers exposed to lifting of heavy materials etc; odour, risk of infection

Moderate

Public health and safety Movement of heavy trucks and equipment, traffic safety Moderate

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Table 4: Potential impacts from small town water supply Potential Impact Environmental

Significance Laying of pipelines and reservoir construction

Solid waste Waste from bush clearing and removal of trees Minor Water pollution Sediment laden runoff from exposed areas mainly due to

vegetation clearing during construction; Improper disposal of waste oils; Improper disposal of sanitary waste from work camps

Minor

Soil erosion an contamination

Exposed land surfaces from cleared vegetation may induce erosion from rain events; Accidental spillage of fuel and lubricants

Moderate; Moderate

Loss of flora/ fauna Due to the removal of vegetation Minor Public safety Badly managed work activity/ site within community Moderate Land use and RoWs Conflicts with incompatible activities and land uses; and

properties along the Right-of- Ways requiring compensation

Moderate

Socio- economic Use of local labour and therefore income earning; Community convenience Vs consultant’s technical judgement for facility location

Moderate; Minor

Air pollution Dust emission from movement of heavy trucks and equipment

Minor

Raw material usage PVC pipes, sand, stones from local and external sources (quarries etc)

Minor

Occupational health and safety

Hazards from handling heavy equipment including noise, ergonometric stress, lifting heavy materials etc

Moderate

Public health and safety Poor housekeeping leading stagnant water as breeding grounds for insect vectors (causing malaria etc) Movement of heavy trucks and equipment and road safety

Moderate; Moderate

Nuisance and disturbance of community life

Visual intrusion by heavy trucks and equipment Disruption of social activities Relocation of temporary structures- kiosks etc

Minor; Minor; Minor

Pipelines and Reservoirs: Operation and maintenance

Water pollution Inadequate provision for, and inappropriate manner of wastewater disposal

Major

Public nuisance and health risks

Public health risks may arise from system failure for example, from pipe ruptures and pressure differences may lead to contamination of supply; Increase in wastewater generation and poor management leading pools to breed insect vectors of disease eg. Mosquitoes Poor post- source water handling leading to contamination

Moderate; Moderate; Moderate

Occupational health and safety

Hazards from handling equipment, lifting heavy materials etc

Same

Land take The facility will occupy some space in the community. It may either be private or public land for which compensation may be required

Moderate

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Pipelines and Reservoirs: Decommissioning

Water pollution Improper disposal of spoils, waste oils etc Moderate

Air pollution Movement of heavy trucks and machinery Minor Solid waste disposal Reservoir parts to be suitably disposed of. Pipelines may

remain in ground Minor

Occupational health and safety

Workers exposed to noise, lifting of heavy materials etc Moderate

Public health and safety Movement of heavy trucks and equipment, traffic safety, Moderate

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5.0 GUIDELINES FOR MITIGATION All significant adverse impacts are considered for mitigation. Specific measures have been suggested in this section when practicable. The mitigation options considered include project modification, provision of alternatives, and pollution control. In cases where the effectiveness of the mitigation is uncertain, monitoring programmes will be introduced. The mitigation measures are applied to significant impacts arising from construction, operation and maintenance, and decommissioning aspects of the various sub- projects. These are presented in the following tables in a descriptive format.

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Table 5: Mitigation measures for community borehole water supply (moderate to major impacts)

Sub-project: Borehole water supply (construction phase) Type of impact Description of mitigation measures Water quality and pollution

• Temporary storage of sanitary and cleaning wastes in containers. Disposal should occur at waste dumps. • No solid waste, fuels or oils should be discharged into water flows. • Where works take place adjacent to a watercourse, temporary sediment barriers should be installed on slopes to prevent silt

from entering the watercourse. • Cuttings from drilling operations should be used for backfilling of unsuccessful holes and avoid use of foreign materials

Soil erosion • Application of appropriate erosion-protection measures, in particular where it concerns works on slopes and in stream beddings.

• Drilling and other works should not be executed under aggressive weather conditions (rains, strong winds). Public health problems

• Adequate sanitary facilities should be available for workers and open range defecation should not be countenanced. • Contractors should use local labour as much as possible and where available. Imported workers should be provided with

proper housing, including sanitary facilities. • Labourers should adhere to basic rules with regard to protection of public health, including most importantly hygiene and

disease (HIV) prevention. • All land depressions and disturbed areas at work sites should be filled to avoid water ponding which could breed mosquitoes.

Safety of the public • WATSANs will inform local communities early of the construction programme. • Contractors will provide security barriers to ward off inquisitive persons and animals from work sites.

Visual intrusion • Adequate organisation and maintenance of construction sites through good housekeeping. • Restoration of construction sites directly upon completion of works.

Disturbance and interruption of commercial and social activities

• WATSANs to inform the affected communities early of the construction programme. • Limit any temporary interference with private property (e.g. farms) in creating access for drilling rigs. • Relocation (even temporarily) to be avoided as much as possible. • Where private land or other property is affected, or where there is loss of income as a result of project activities, agree on

compensation measures with affected persons prior to start of construction. Compensation will occur in accordance with the defined Resettlement Policy Framework.

• Interference with the access to and use and occupation of roads, footpaths should be minimized. Land take • Avoidance, as much as possible, the need for resettlement by considering other siting options

• Where resettlement is unavoidable, develop and implement appropriate plans in accordance with the CWSP II Resettlement Policy Framework.

Occupational health and safety

• The Contractor should protect his workers by ensuring the use of protective equipment

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Sub- project: Borehole water supply (Operation and Maintenance Phase) Type of impact Description of mitigation measures Wastewater management

• Ensure satisfactory provisions for disposal of wastewater at both the water point and from households. All boreholes and standpipes will have concrete well pads with drainage channels to carry wastewater into soakaways at 7m from the borehole or standpipe. Soakaways must be functional and in areas of high water table, alternative means should be found e.g. horizontal filtering systems to nearest natural drains.

• Households will also construct soakaway pits to dispose of wastewater • Households may collect all wastewater in a closed system for periodic emptying and safe disposal • WATSANs to pass by- laws to govern household wastewater disposal • Re- use of wastewater for livestock watering especially in water scarce communities of the Upper Regions and for

gardening in the southern parts of the country Nuisances and public health risks

• Ensure correct operation and maintenance of the hand pumps, including regular inspection and maintenance. Such measures as defined in the operation and maintenance manual for the Caretakers.

• Minimisation of pump repair response time through the provision of adequate equipment, development of emergency response procedures and adequate training of Caretakers and Area Mechanics.

• Community involvement in fault detection through awareness creation and a simple mechanism for reporting and recording of complaints.

• Regularly monitor groundwater quality for contamination (both natural and anthropogenic). • Livestock watering points should be located downstream of water points • Timely implementation of repair and replacement works on pumps and other related parts of the system. • Avoid siting of boreholes in and around sanitary facilities, such as latrines and drainage systems, and areas of increased

pollution risks (e.g. waste dumps, cemeteries). All water points must be located upstream of sanitary and other polluting facilities (>30m away)

• Practice safe water handling to avoid contamination especially water stored for household use Depletion of groundwater resources

• Active collaboration with the WRC and EPA in watershed management programmes with the involvement of communities especially for fragile ecosystems of Upper Regions of Ghana.

• Project to install groundwater monitoring systems

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Sub- project: Borehole water supply (Decommissioning) Type of impact Description of mitigation measures Water pollution • Backfilling of holes with inert materials.

• No solid waste, fuels or oils should be discharged into water flows. • Where works take place adjacent to a watercourse, temporary sediment barriers should be installed on slopes to prevent silt

from entering the watercourse. Safety of the public • Adequate security barriers at work sites to ward off inquisitive persons and animals.

• Local communities informed of the construction programme through WATSANs. Disturbance and interruption of commercial and social activities

• Affected communities informed of the programme through WATSANs. • Limit any temporary interference with private property (e.g. farms). • Relocation (even temporarily) should be avoided as much as possible. Where such is unavoidable, however, relocation

should occur in accordance with the defined Resettlement Policy Framework. • Interference with the access to and use and occupation of roads, footpaths and bridges should be minimized.

Occupational health and safety

• The Contractor should protect workers through the use of personal protection equipment and education. • Basic rules with regard to protection of public health, including most importantly hygiene and disease (HIV) prevention.

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Table 6: Mitigation measures for provision of household and school latrine facilities

Sub-project: Latrine facility (Construction) Type of impact Description of mitigation measures Air pollution • Prevention of excessive dust emissions including cement dust by careful handling and working under moist conditions as

much as possible. • Collection and temporary storage of sanitary and cleaning wastes, as well as garbage, in containers.

Water pollution • Temporary storage of sanitary and cleaning wastes in containers. Disposal should occur at waste dump. • No solid waste, fuels or oils should be discharged into water flows.

Raw material use • The project should preferably select raw materials that may be reused and/or recycled/recovered eg bamboo. Public health problems

• Adequate sanitary facilities should be provided at construction sites and in camps and offices. • Labourers should adhere to basic rules with regard to protection of public health, including most importantly hygiene and

disease (HIV) prevention. • Standing water on construction sites should be avoided through proper site maintenance

Safety of the public • Barriers to ward off inquisitive persons and animals. • Construction works should not be executed under aggressive weather conditions (rains, strong winds).

Visual amenities • Adequate organisation and maintenance of construction sites through good housekeeping. • Restoration of construction sites directly upon completion of works.

Disturbance and interruption of commercial and social activities

• Excavation works should not be executed under aggressive weather conditions (rains, strong winds) • Interference with the access to and use and occupation of roads, footpaths should be minimized.

Occupational health and safety

• The Contractor should implement the basic form of specific health and safety measures such as the use of personal protection equipment, lifting of heavy weights etc

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Sub- project: Latrine facility (Operation and Maintenance) Type of impact Description of mitigation measures Nuisances and public health risks

• Ensure correct operation and maintenance of the latrine facility, including regular inspection and maintenance. • Minimisation of emergency repair response time through the development of emergency response procedures and training

of artisans. • Community involvement in odour detection through awareness creation and the opening of a complaint desk by WATSANs. • Timely implementation of repair and replacement works on facility. • Locate latrine 30m away and downhill of water point and pit should be 5m above water table • Promote good hygienic practices like frequent handwashing especially after visiting toilet

Solid waste generation • Digested sludge removed should be appropriately disposed of eg land application for agriculture

Sub- project: Latrine (Decommissioning) Type of impact Description of mitigation measures Water pollution • Isolate faecal sludges (especially if undigested) from water bodies as much as possible to avoid contamination.

• No solid waste, fuels or oils should be discharged into water flows. Public health problems

• Labourers should adhere to basic rules with regard to protection of public health, including most importantly hygiene and disease (HIV) prevention.

• Good housekeeping practices to avoid creating ponds for breeding of insect vectors. Safety of the public • Simple barriers to ward off inquisitive persons and animals.

• Works should not be executed under aggressive weather conditions (rains, strong winds). Disturbance and interruption of commercial and social activities

• Informing the affected schools early of the construction programme through WATSANs. • Works should not be executed under aggressive weather conditions (rains, strong winds) • Interference with the access to and use and occupation of roads, footpaths should be minimized.

Occupational health and safety

• The Contractor should implement the basic form of specific health and safety measures such as the use of personal protection equipment, lifting of heavy weights etc

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Table 7: Mitigation measures for Small Town Water Supply

Sub-project: Pipelines and Reservoirs (and surface water intake, if required)- Construction Type of impact Description of mitigation measures Water pollution • Temporary storage of sanitary and cleaning wastes in containers. Disposal should occur at waste dumps.

• No solid waste, fuels or oils should be discharged into water flows. • Maintenance, fuelling and cleaning of vehicles and equipment within communities should be avoided, as much as possible. • Where works take place adjacent to a watercourse, temporary sediment barriers should be installed on slopes to prevent silt

from entering the watercourse. Solid waste generation • Excavated soils should be reused as much as possible as filling material. Excess soil should be disposed off appropriately.

Topsoil should be removed and stored in separate piles and reinstated after refilling of trenches. Soil erosion • Application of appropriate erosion-protection measures, in particular where it concerns works on slopes and in stream

beddings. • Excavation works should not be executed under aggressive weather conditions (rains, strong winds). • Topsoil should be removed and stored in separate piles and reinstated after refilling of trenches, to enable natural

revegetation. Impacts on flora and fauna

• The Contractor should limit the destruction of flora to the working area. • Clearing and cutting of trees should only occur with the appropriate authority’s consent, ie EPA

Public health problems from construction camps and sites, and imported labour

• Adequate sanitary facilities should be provided at construction sites and in camps and offices. • The use of local labour for unskilled work should be promoted. • Labourers should adhere to basic rules with regard to protection of public health, including most importantly hygiene and

disease (HIV) prevention. • Good housekeeping practices followed to avoid water ponding and breeding of insect vectors.

Safety of the public • Adequate barriers to ward off inquisitive persons and animals (especially excavation works), in particular during the night, with clear marking of the safety border on the works perimeter.

• Informing the local communities early of the construction programme through Water Boards. Visual amenities • Adequate organisation and maintenance of construction sites through good housekeeping.

• Restoration of construction sites directly upon completion of works.

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Sub-project: Pipelines and Reservoirs (and surface water intake, if required)- Construction Type of impact Description of mitigation measures Disturbance and interruption of commercial and social activities

• Informing the affected communities early of the construction programme through local Water Boards and other means. • Limitation of any temporary interference with private property (e.g. pipeline crossings over private lands). The length of

trenches at one time should be limited as much as possible. • Relocation (even temporarily) should be avoided as much as possible. Where such is unavoidable, however, relocation should

occur in accordance with the defined Resettlement Policy Frame work. • Where private land or other property is affected, or where there is loss of income as a result of project activities, agree on

compensation measures with affected population prior to start of construction. Compensation will occur in accordance with the defined Resettlement Policy Framework.

• Information to neighbourhood of any (partial) blockage of roads, cutting for pipelaying. • Where access roads are blocked, temporary access ways should be established. • Excavation works should not be executed under aggressive weather conditions (rains, strong winds) • Interference with the access to and use and occupation of roads, footpaths and bridges should be minimized.

Land take • Avoidance, as much as possible, the need for resettlement through appropriate alignment of pipelines. • Where resettlement is unavoidable, develop and implement appropriate plans in accordance with the CWSP II Resettlement

Policy Framework. Occupational health and safety

• To Contractor should follow health and safety measures in accordance with local regulations relating to personal protection, lifting heavy materials etc

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Sub- project: Reservoirs and Pipelines (Operation and Maintenance) Type of impact Description of mitigation measures Nuisances and public health risks

• Ensure correct operation and maintenance of the installed pipelines, including regular inspection and maintenance. • Community involvement in leak detection through awareness creation and the opening of a complaint desk with Water

Boards. • Ensure that sufficient pressure levels are maintained in pipelines at all times. • Regularly monitor water quality at various points in the network for contamination. • Regular disinfection of lines to maintain safe supply • Timely implementation of repair and replacement works on pipelines, pumps, water intakes, and other related parts of the

system. • Allow any house-connections only to be made by certified plumbers. The work of these plumbers should be monitored by

Water Boards. • Avoid water pipeline alignments in and around sanitary facilities, such as sewerage and drainage systems, and areas of

increased pollution risks (e.g. waste dump, graveyards). • Make provisions for increased wastewater production in the planning and management of wastewater disposal facilities.

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Sub- project: Reservoir and Pipelines (Decommissioning) Type of impact Description of mitigation measures Water pollution • Temporary storage of sanitary and cleaning wastes in containers. Disposal should occur at waste dumps.

• No solid waste, fuels or oils should be discharged into water flows. • Maintenance, fuelling and cleaning of vehicles and equipment within communities should be avoided, as much as possible. • Where works take place adjacent to a watercourse, temporary sediment barriers should be installed on slopes to prevent silt

from entering the watercourse. Solid waste generation • Excavated soils should be reused as much as possible as filling material. Excess soil should be disposed off at sites approved

by the district. Topsoil should be removed and stored in separate piles and reinstated after refilling of trenches. Soil erosion • Application of appropriate erosion-protection measures, in particular where it concerns works on slopes and in stream

beddings. • Excavation works should not be executed under aggressive weather conditions (rains, strong winds). • Topsoil should be removed and stored in separate piles and reinstated after refilling of trenches, to enable natural

revegetation. Public health problems from construction camps and sites, and from imported labour

• Adequate sanitary facilities should be provided at construction sites and in camps and offices. • The use of local labour for unskilled work should be promoted. • Labourers should adhere to basic rules with regard to protection of public health, including most importantly hygiene and

disease (HIV) prevention. • Good housekeeping practices followed to avoid water ponding and breeding of insect vectors.

Safety of the public • Adequate barriers to ward of inquisitive persons and animals (especially excavation works), in particular during the night, with clear marking of the safety border on the works perimeter.

• Informing the local communities early of the construction programme through Water Boards. Disturbance and interruption of commercia l and social activities

• Informing the affected communities early of the construction programme through local Water Boards and other means. • Relocation (even temporarily) should be avoided as much as possible. Where such is unavoidable, however, relocation

should occur in accordance with the defined Resettlement Policy Framework. • Where private land or other property is affected, or where there is loss of income as a result of project activities, agree on

compensation measures with affected population prior to start of construction. Compensation will occur in accordance with the defined Resettlement Policy Framework.

• Information to neighbourhood of any (partial) blockage of roads, even if for temporary loading/unloading activities. • Where access roads are blocked, temporary access ways should be established. • Excavation works should not be executed under aggressive weather conditions (rains, strong winds) • Interference with the access to and use and occupation of roads, footpaths and bridges should be minimized.

Occupational health and safety

• To Contractor should follow health and safety measures in accordance with local regulations relating to personal protection, lifting heavy materials etc

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6.0 ASSESSMENT OF INSTITUTIONAL CAPACITY AND

IDENTIFICATION OF NEEDS The main institutions which will work together to ensure sound management of the environmental aspects of the sub- projects include the CWSA and its regional offices (RWST), the EPA and the District Assemblies. The Water Resources Commission has interest in sustainable utilization of Ghana’s water resources, and the CWSA will therefore collaborate with the Commission. Community Water and Sanitation Agency The CWSA is directly responsible for ensuring that the environmental requirements of the project are met. This document, the ESMF/ SEA provides the basis for environmental action. The Agency has always integrated environmental issues into its programmes to ensure sustainable development. For example, the main environmental concerns in the CWSP II were identified in the POM to be with regard to (1) groundwater exploitation, (2) construction activities, (3) wastewater disposal, and (4) excreta disposal. Mitigation measures were proposed for these impacts and implemented to different levels of success during Phase 1. These issues are still very relevant under Phase 2 and it is proposed that to enhance action under this current phase, the CWSA appoints personnel from the Head office and its regional offices (RWST) to particularly monitor the environmental aspects of the project. They should be provided with adequate training, where necessary. The RWST has the responsibility to oversee the sub- project approval process, and has to make sure that the proposals meet social, technical, financial, and environmental requirements. Environmental Protection Agency The EPA is responsible for ensuring compliance with laid down EIA procedures in Ghana in accordance with the EPA Act 1994, Act 490. The EIA is recognized and applied in Ghana to development projects as well as other undertakings as an environmental permitting pre- requisite and a major environmental management tool. The EPA will support the project by exercising its permitting and monitoring powers. The permitting process as described under EIA procedures consist of the following steps: Registration: Special forms for the purpose are available and the responsibility for registering the undertaking or development lies with the proponent. The responsibility for determining what constitutes an impact on the environment with respect to the development lies with the EPA. Screening: The EPA with the assistance of a cross- sectoral technical committee will make a decision by placing the development at the appropriate level of assessment. In making this decision at this stage consideration is given to (1) location, size and output of the development, (2) technology to be used, (3) concerns of the general public, (4) land use

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consideration, (5) other factors relevant to the development. The EPA will take a decision which could be one of these:

• Objection to the development • No objection to the development, hence Permit is issued • Preliminary environmental assessment required • Environmental impact assessment required.

Scoping: whenever the screening of the initial registration or a subsequent Preliminary Environmental Report indicates that a significant adverse environmental impact may result from the development of the project, the proponent will be required to submit an Environmental Impact Statement. This will require the proponent to commission a thorough fact finding evaluation of the proposed development and to conduct adequate consultation to determine stakeholders’ concerns as well as the general public to be addressed in terms of reference for the EIA. On approval of the terms of reference by the EPA, the proponent may then proceed to prepare the EIA. Environmental Impact Statement: The proponent will commission a detailed study to prepare the statement. In the event of strong pubic concerns, the EPA will hold a public hearing relating to the assessment. In accordance with project categorization given by the Agency, the sub- projects under the CWSP II may require Registration. Any further action will be confirmed at the regional level when field officers have visited the proposed community sites to assess and confirm appropriateness. There are EPA regional offices in all the six project regions which are staffed and equipped to support the project. District Assemblies The DAs are responsible for the overall development of the district and its functions include, to prepare and submit development plans and budgets to superior institutions for approval and implementation. Under the CWSP II, the DAs work through their District Water and Sanitation Teams (DWST) to establish water and sanitation programmes and promote the project in eligible communities. With regard to environmental management at the district level, the District Environmental Management Committees (DEMC) have been set up by law (Act 462) to among other things, • promote and provide guidelines for the establishment of community level environmental

committees to put into effect the environmental programmes of the Assembly in the community;

• Plan and recommend to the DA, strategies and activities for the improvement and protection of the environment with emphasis on fragile and sensitive areas, river courses etc

The mandate and activities of the DEMC therefore complement the intended environmental actions under the CWSP II Phase 2. It is expected that the DAs will effectively use the DEMC as much as possible, to contribute to the project, especially since the EPA structures are not adequate at the district level.

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Water Resources Commission The functions of the WRC as established under Act 522 among othe r things are to • Formulate and enforce policies in water resources conservation, development and

management in the country; • Coordinate the activities of the various agencies (public and private) in the development

and conservation of water resources; • Enforce, in collaboration with relevant agencies, measures to control water pollution; • Be responsible for appraising water resources development project proposals, both

public and private, before implementation. The WRC therefore has powers to: • Make rules or regulations or orders requiring the filing of plans, drawings,

specifications, information or data regarding any aspect of water use, diversion or extraction by all water users,

• Withhold approval for the implementation of water resources programmes/ projects until its guidelines and standards etc are complied with.

The WRC has to date focused more on surface water resources and all users of the resource are currently going through a registration process. The Commission has recently prepared draft regulations for groundwater use and it is expected that CWSP II will acquire approval for the water supply projects. Capacity building requirements The capacity building requirements will mostly be in the form of on the job training while collaborating with the EPA. The capacity of project staff at the CWSA will be enhanced to provide guidance, and ensure adequate overall environmental supervision of the sub- projects. Awareness creation seminars/ workshops All stakeholders will need some orientation if they are to appreciate conditions which trigger environmental action. It is proposed that environmental management issues are included in discussions at all CWSP II review/ evaluation workshops to further sensitise stakeholders. The discussions will assist to assess environmental progress especially with regard to the effectiveness of implementation of mitigation measures. The CWSP II POM also recognizes the need to promote knowledge on environmental issues at the district and community levels. This approach through the TAs, is expected to assist community members to identify their existing beliefs and practices, provide them with information and assist them to analyse the environmental consequences of installing new water points and sanitation facilities.

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7.0 ENVIRONMENTAL MANAGEMENT PLAN The Environmental Management Plan presented under this section considers institutional arrangements required to implement the environmental actions, as well as a presentation of some monitoring indicators. The cost of the mitigation measures can only be determined when environmental management plans have been prepared for sub- projects. Mitigation measures for the Environmental Management Plan are located in Section 5. The ESMF/ SEA provides general guidelines for environmental management including mitigation measures for adverse impacts. The CWSP II employs a demand driven process and community bio - physical and social baseline situations cannot be determined at this time. The sub- projects will subsequently, go through environmental clearance, when proposed by the communities. The specific procedures to be followed to identify and implement mitigation measures for adverse impacts for sub projects are provided in this section, and these are based on EIA procedures in Ghana as well as World Bank environmental and social assessment safeguard policies (OP 4.01). The local environmental regulations confirm the Community as the proponent for the sub- project (or the development), and will initiate environmental screening of the project to confirm sustainability. The checklist provided in the Annex 2 provides guidance to the communities for the conduct of this exercise. There may be a number of options to choose from, to address perceived impacts and it is suggested that the mitigation guidelines provided in this ESMF/ SEA may be useful. For example if the community identifies wastewater disposal as a major potential threat to the environmental sustainability of the water supply project, it may invoke any of the suggested remedial measures, such as collection of household wastewater in a container for periodic disposal or reuse (in a garden or for livestock watering) to address the problem. The WATSAN may also pass by-laws to support this measure. The POM recognizes the Technical Assistance hired by the DA to help the community prepare its proposal to also orient the DA/ Community in environmental issues. It is suggested that this support continues for the environmental screening of sub- projects. On completion of the screening form, which will include adequate mitigation measures designed into the sub- project to address any untoward impacts, it is submitted to the DA through the DWST. The DWST would have evaluated the proposals prepared by the communities to make sure that guidelines are adhered to, and that the TA has adequately discussed and trained community members on environmental concerns. The DEMC will review and check for compliance with the environmental assessment process. The DA will then forward the application to the Regional EPA to be registered. It is expected that the RWST will train the DWST to evaluate proposals and the incorporation of mitigation measures to address adverse impacts. In situations, where

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mitigation measures are difficult to find, the RWST will provide guidance with the support of the Regional EPA. To ensure full use of facilities, the TAs will help the WATSAN draft bylaws and rules which will cover issues like accessing and protecting the water facilities, preventing inadequate wastewater disposal, and encouraging household members to build and use latrines. The DWST will monitor the effectiveness of implemented mitigation measures within the communities and advise RWST accordingly. Some monitoring indicators to assess the effectiveness of the institutional arrangement, and also mitigation measures implemented are suggested in the table below. Table 8: Monitoring indicators #

Impact/ Issue Monitoring Indicators

0.0 Registration process Number of proposals successfully compiled by DA and submitted to the EPA; Number of sub- projects registered by the EPA; Length of time between submission and registration by EPA

Water Supply 1.0 Health risks Water quality data from regular groundwater

sampling and analysis; Number of water treatment facilities installed as against number of reported cases of excess natural contaminants in borehole water; Number of reported malaria cases esp. during dry months; Number of reported pipe ruptures

2.0 Wastewater disposal Availability of bylaws and regula tions instituted by WATSAN; Number of education and awareness creation sessions with communities; Number of households with appropriate disposal facilities; Number of households without appropriate disposal facility

3.0 Resource protection/ availability

Groundwater monitoring system in place; Groundwater level and quality data; Watershed management plans in place; Number of training sessions by TAs with

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communities on watershed management; Number of trees planted and natured to grow.

4.0 Reliability of facility provided Bank statements (to reflect healthy balance) Time taken to repair faults; Number of area mechanics; Number of women involved in project management, esp bookkeeping; Number of community meetings and proportion of women attendees;

Sanitation facilities 1.0 Health risks Number of reported odour complaints;

Frequency of sludge removal; Availability/ number of emptying trucks for sludge removal; Disposal facility for faecal sludges

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8.0 SUGGESTIONS FOR REVISION OF CWSP II PROJECT OPERATIONAL

MANUAL Two main suggestions are offered for inclusion in the POM, to perhaps strengthen the project. These are in respect of:

• Protection of water catchments; and • Quality assurance for community water supply.

The POM already suggests the implementation of a groundwater monitoring system and it is further suggested in this report that this could be expanded to consider the protection of water catchments, especially in the very fragile ecosystems of Upper Ghana. Specific project activities may include community education and mobilization to reaforest catchments. On the other hand, an incentive system may be developed for example, to rank communities with reafforestation programmes higher to benefit from the CWSP 2. Currently, borehole water quality is only checked at commissioning by Drilling Contractors and this is sometimes not very reliable. There seems to be no provision for regular monitoring during the use of the facilities. The community must be encouraged to include the cost of for example, routine half- yearly sampling programmes in their operation and maintenance budgets, to continually assure the quality of their water supply. Consequently, under the Sector Strengthening component of the CWSP II, the DWST may be considered to receive technical assistance to acquire, and be trained to use very simple water quality field kits, for bacteriological and basic physico- chemical assessments. The subsequent operational costs and maintenance of the equipment will be funded from the payments for the services rendered to the communities.

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9.0 LIST OF INDIVIDUALS/ ORGANIZATIONS CONTACTED Dr Dwumfour, World Bank Office, Accra Mr Daniel Amlalo, Environmental Protection Agency- Headoffice Mr Appah- Sampong, Environmental Protection Agency- Headoffice Ms Zenaibu Wasai, Environmental Protection Agency, Bolgatanga Mr K Van Ess, CWSA, Accra Mr K Frempah- Yeboah, PPS, Community Water and Sanitation Agency Mr Lukman Salifu, PPS, Community Water and Sanitation Agency Dr Asiedu, PPS, CWSA Mr Gilbert Ayamgah RWST, Upper East, Bolgatanga Mr Owusu- Konadu, RWST, Ashanti Region, Kumasi Mr Francis Ennui, RWST, Brong Ahafo Region, Sunyani, Mr Atakora, RWST, Upper West, Wa Mr Adams Arafat Tia, Bolgatanga Municipal Assembly, Bolgatanga Mr Kyei Baffour, Amansie West District Assembly, Ashanti Region Dr D Adom, Water Resources Commission Mr Osae Ababio, Water Resources Commission

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10.0 REFERENCES Government of Ghana (2004) Environmental and Social Management Framework, Ghana Community Based Rural Development Project. Ghana CWSA (2003) Environmental and Social Management Plan, AfDB Rural Water and Sanitation Programme (RWSP), Ghana GWCL (2004) Environmental Impact Assessment, Ghana Water Sector Restructuring Project, AY&A consult- Haskoning, Accra NDPC/ EPA (2002) Strategic Environmental Assessment of the Ghana Poverty Reduction Strategy. Handbook for District Development Plan Sustainability Appraisals. Ministry of Works and Housing (2000) Project Operational Manual for the CWSP 2. IDA/ GoG/ DA/ Communities. Credit No. 3282 GH.

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ANNEXES

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ANNEX 1 ENVIRONMENTALLY SENSITIVE/ CRITICAL AREAS The areas within which new development could have a significant effect on the environment and in which EPA will require an EIA for any proposed new project All areas declared by law as national parks, watershed reserves, forest reserves, wildlife reserves and sanctuaries including sacred groves

Areas with potential tourist value

Areas which constitute the habitat of any endangered or threatened species of indigenous wildlife

(flora and fauna)

Areas of unique historic, religious, cultural, archeological, scientific or educational interest

Areas which provide space, food, and materials for people practicing a traditional style of life

Areas prone to disaster (geological hazards, floods, rainstorms, earthquakes, landslides, volcanic activity etc)

Areas prone to bushfires

Areas classified as prime agricultural areas

Recharge areas of aquifers

Water bodies characterized by one or any combination of the following conditions:

Tapped for domestic purposes

Within controlled/ protected areas

Which support wildlife and fishery activities

Mangrove areas characterized by one or any combination of the following conditions:

With primary pristine and dense growth

Adjoining mouth of major river system Near or adjacent to traditional fishing grounds

Which acts as natural buffers against shore erosion, strong winds and storm floods

Estuaries and lagoons

Other coastal areas of ecological, fisheries or tourism importance or which are subject to dynamic

change

Wetlands

Rivers

Areas of high population density

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ANNEX 2 Criteria for Environmental Screening of Sub- Projects to be used by communities and assisted by TAs

No Impact area Impact issue Impact description Yes No Don’t Know

Protected areas and wildlife

Will vehicular traffic and noise scare away wildlife

Protected areas and

wildlife

Will access road pass through protected

areas

Flora and fauna loss Will vegetation clearance lead to loss

of exceptional flora/ fauna

Low groundwater yields Do you know of lowering groundwater levels in local/ neighbouring boreholes

Groundwater vulnerability

to pollution

Is the local water table high

Natural contamination of

groundwater

Do you know of high chloride, iron,

manganese or fluoride levels in local/ neighbouring wells

Increased erosion risks Do you have road drains in the community

Is there a local stream in your community (less than 15 min walk)

Surface water quality

Does it flow throughout the year

Vulnerability of

groundwater to nitrate pollution

Are you a livestock rearing community

Surface water and groundwater pollution

Do you have public sanitary facilities for migrant workers

Disposal of waste oil Is there a local fuel filling station

1. Natural/ Physical resources

Solid waste disposal Do you have properly designated sites

for waste disposal

Health and well- being Is there any HIV- AIDS education

groups in your community

Gender

Are there any women groups in your

community

Gender Is there a woman leader in any group

Work for local people Are there local people available to

provide unskilled labour

Community participation Has there been any community projects

previously

Will all sections of the community be

able to pay for use of water

2. Social and

cultural conditions

Access of poor to water

Will the project enhance access of poor

people to water supply


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