ENVIRONMENTAL IMPACT
ASSESSMENT FOR THE PROPOSED CONSTRUCTED WETLAND IN EGERTON UNIVERSITY
ACKNOWLEDGEMENT
We
Elvin, Isaack, Karanja, Zephaniah, Judy and Wycliffe would like to register our
gratitude to the following: Egerton University for offering us admission to
Environmental Science department for this short intensive course together with
the departmental lecturers for their untiring efforts in ensuring we get the
correct concepts of E.I.A and Mr. Koech for guiding us through report writing
in the wetland.
Lastly
but not least we like to appreciate our parents for their financial, emotional
and social support they accorded to us during the two week period.
EXECUTIVE
SUMMARY
LIST
OF ACCRONYMS
1.
EIA Environmental Impact Assessment
2.
EMCA Environmental Management and Coordination
3.
WSP Water Stabilization Ponds
4.
NEMA National Environmental Management Authority
5.
MCN Municipal Council of Nakuru
6.
FGD Focused Group Discussion
7.
EMP Environment Management Plan
CW Constructed
wetland
INTRODUCTION
1.1 PROJECT BACKGROUND
Egerton
University is located along Nakuru-Mau Narok road, 5 km from Njoro. It has a
population of approximately 16000 students and 4000 staff members. The wastes
produced from the institution is directed through the Egerton University wastes
stabilization ponds (WSPs) to the constructed wetland and released to river
Njoro. The WSPs consists of three lagoons mainly used to filter out the
nutrients, biodegradable wastes and pathogens. The constructed wetland further
removes the excess nutrients and heavy metals. Due to the increased population
in the institution magnified by the double intake of students there is
increased amount of waste water that needs to be treated thus facilitating the
need of an additional constructed to increase the efficiency of the current
existing wetland.
A
proposed constructed wetland will be beside the existing one on grassland
adjacent to the River Ndarugu which serves local residents downstream and even
drains into Lake Nakuru which is a Ramsar site. Therefore releasing
inadequately treated water with excess nutrients and components of heavy metal
may lead to eutrophication and bioaccumulation and biomagnification.
The
proposed wetland is the upgrade of the
existing wetland that was constructed back in 2006.The environmental experts
embarked with the assignment from 15th to 23rd may 2013 with various
consultations on the key stakeholders in Egerton. The following are some of the
departments and groups that were consulted over the proposed project; Egerton university students, teaching and
non-teaching staff, water and sanitation department, department of
environmental sciences, estates department among others.
It
was noted from our in-depth consultation that the study area or the project
site is also not part of, or near any area of conservation concern regarding
plant species as well as and other forms. These have been mapped and the site
does not appear on any lists. There is also no traditional cultural site recorded
there or in the locality.
The
environmental experts complied with Environmental management coordination act
of 1999 environment (impact assessment and audit) regulations 2003 legal notice
no. 101 for the purpose of undertaking the fully EIA study which the report
will be submitted to NEMA for review and approvals.
1.2 Problem statement
Most
developing countries are coping with serious environmental problems. In
sub-Saharan Africa, meeting basic needs such as clean water and food is a daily
struggle for many. Growing populations and climate change are exacerbating
these problems even more.
The
study area considered in this report is Egerton University in Njoro District, Nakuru
County. The high density of intake over the last five years has a considerable
influence on the health and sanitation status community adjacent to River Njoro
and the entire environment.
Egerton University turns out 500,000 litres of waste water
daily. This project will involve the university community, the local community
in the surrounding areas to construct vegetation based wetland to treat 100,000
litres of the waste water from the Egerton University. This project will assist
in cleaning River Njoro, which is the main river that flows into Lake Nakuru, A
ramsar site of international importance. Polluting Lake Nakuru has greatly
affected the biodiversity in Lake Nakuru. This project will serve as an example
for the community to ask other industrial companies and factories around Lake
Nakuru to also clean up their waste water. This project brings together those in
academia, private sector, NGOs and communities in learning about constructed
wetlands for cleaning waste water
STUDY OBJECTIVES
The
study objectives were to:
i.
Conduct an Environmental
Impact Assessment to identify both positive and negative impacts of the
proposed project and propose most appropriate interventions during construction,
operation and decommissioning of the project;
ii.
Collect baseline
socioeconomic data of the project area and potential impact expected from
project construction, implementation, operation and decommissioning;
iii.
Develop an Environmental
Monitoring Program during construction and operation and present plans to
minimize, mitigate, or eliminate negative effects and impacts;
iv.
Describe Environmental
Management Plan implementation mechanisms;
v.
Identify and contact
stakeholders to seek the views on the proposed project;
TERMS OF REFERENCE
The
study terms of reference included:
·
Establish the suitability of
the proposed location for construction of wetland site.
·
A concise description of the
National Environmental Legislative and RegulatoryFramework, Baseline
Information, and any other relevant information related to the project.
·
A description of the
technology, procedures and processes to be used, in the implementation of the
project.
·
A description of materials
to be used in the construction and implementation of the project, the products,
by-products and wastes to be generated by the project.
·
A description of the
potentially affected environment.
·
A description of
environmental effects of the project including the social and cultural effects
and the direct, indirect, cumulative, irreversible, short-term and long-term effects
anticipated.
·
To recommend a specific
environmentally sound and affordable wastes’ management system.
·
Analysis of alternatives
including project site, design and technologiesand reasons for preferring the
chosen technology and processes.
·
Development of Environmental
Management Plan proposing the measures for eliminating, minimizing or
mitigating adverse impacts on the environment, including the cost, timeframe and
responsibility to implement the measures.
·
Provide an action plan for
the prevention and management of the foreseeable hazardous activities in the
cause of the project cycle.
·
Propose measures to prevent
health hazards and to ensure security in the working environment for the
employees, students’ and for the management of emergencies.
·
An identification of gaps in
knowledge and uncertainties which were encountered in compiling the
information.
·
An environmental, economic
and social analysis of the project.
DEFINITION OF TERMS
1.
Environment:
2.
Constructed wetland:
3.
EIA:
4.
Waste water treatment:
5.
Natural wetland:
6.
Eutrophication:
7.
Bioaccumulation:
8.
Biomagnifications:
9.
Ramsar site:
10. Alien species:
11. Biodiversity:
12. Impact:
STUDY METHODOLOGY
This
study was carried out through desktop review and field investigations. The
experts conducted extensive literature review pertaining to this project.
During the field investigation, reconnaissance survey was conducted to gather
information on biophysical and socio-economic aspects of the area and its
environs.
In
order to address these issues the study team adopted a participatory approach
where the client and the immediate surrounding communities were consulted in
addition to reviews and references to sources of information including legal
statutes, design and relevant project documents. Among the key activities
undertaken during the assessment are:
i.
Interviews and consultations
with the immediate neighbouring water users. A questionnaire was circulated to
the people in the neighbourhood to obtain their honest opinion regarding the
project (samples have been annexed to this report),
ii.
Review of documents with
necessary information on the proposed project details, the site planning and
implementation plan as well as the desired nature of the substation,
iii.
Physical inspections of the
proposed site and photography,
iv.
Evaluation of the activities
around the site and the environmental setting of the wider area, through review
of existing information, literature and physical observations,
v.
Reporting, review and
submissions.
The
Environmental considerations evaluated for the proposed development include: Ecological
considerations (biological diversity, sustainable use of ecological resources
and ecosystem maintenance), social considerations (economic impacts, effects on
human health,and effects on culture and objects of cultural value), Landscape
considerations (views opened up or closed, visual impacts, compatibility with
surrounding areas) and land use considerations (water sources, effects of
proposal on surrounding land use potentials and possibility of multiple uses).
PROJECT DESCRIPTION
The
proposed project would establish a wetland to purify the polluted water from
Egerton University that is released into River Njoro. Efforts have previously
been made to address the problem of polluted waste water that is channelled
into River Njoro by construction of a wetland which has since been overwhelmed
by the waste water load.
The
primary mission of the proposed project is to improve the water quality of the
Njoro River to World Health Organization‘s standards for irrigation, which is
an appropriate standard for water that people may come in casual contact with
and with which fish and vegetative products will likely be produced. It is
possible to achieve this by constructing a biological filter in the form of a
wetland that is designed to improve the quality of Njoro River water. Within a
wetland plants and the soil in which they grow clean the water as it flows by.
The roots of the plants can adsorb and absorb pollutants. A wetland is
typically constructed with concrete cells filled with gravel or soil and
submerged, emergent and/or floating vegetation. The next chapter will explain
in more detail what a wetland is and how it works.
Project Location
The
specific project site has been chosen by the Egerton University community.
The
proposed wetland project is located in Nakuru county, Njoro district within
Egerton University. At the proposed site we have the following human
activities: to the east there is a tarmac road leading to the University
entrance, to the north we have Njoro river adjacent to Njoro canning factory,
to the south are the horticultural plots while to the west are the water
stabilization ponds, private land( wheat farms) and the sports ground. The
wetland is estimated to cover 0.25 hectares of land. The terrain of the area is
gradually sloping towards the river and its landforms meet the suitability of
topography in terms of shape, size and orientation to the prevailing winds (US
Environmental Protection Agency, 1995). While a constructed wetland can be
built almost anywhere, we decided to select a site with gradual slope that
could be easily altered to collect and hold water which simplifies design,
construction and minimizes costs.
Constructed wetland technology
Constructed
wetlands constitute an increasingly popular technology for treating wastewater,
particularly in developing countries that lack adequate financing for
conventional technologies. The process by which the constructed wetland
purifies water and design methodologies is variable but the proposed EU
constructed will entail a meandering compartments (reduce the water speed hence
ensure maximum nutrient removal); gravel, asphalt, and sand (purify and restore
the water colour); and wetland plants such as water hyacinth, water cabbage,
papyrus and cattail.
Components of a constructed wetland
A
constructed wetland consists of a properly designed shallow basin filled with substrate,
usually soil or gravel, planted with vegetation tolerant of saturated conditions.
Water is introduced at one end of the wetland and flows over the surface or
through the substrate, and is discharged at the other end through a weir or
other structure which controls the depth of the water in the wetland. The
polluted water loses nutrients and other pollutants to both the substrate and
the plants. The plants can be harvested so that new vegetation can grow and
absorb new pollutants. The substrate eventually becomes saturated with
pollutants and may need to be replaced in order to regenerate the effectiveness
of the cleaning process
ANALYSIS OF PROJECT ALTERNATIVES
This
section analyses the project alternatives in terms of site, technology scale
and waste management options.
Zero or No Project Alternative
The
No Project option in respect to the proposed project implies that the status
quo is maintained. This option is the most suitable alternative from an extreme
environmental perspective as it ensures non-interference with the existing
conditions. This option will however, involve several losses both to the
institution and the community as a whole. The No Project Option is the least
preferred from the socio-economic and partly environmental perspective due to
the following factors:
•
The economic status of Kenyans and the local people would remain unchanged.
•
The local skills would remain under utilized.
•
Plenty of waste water would be drained into River Njoro.
•
No employment opportunities will be created for thousands of Kenyans who will
work in the wetland site.
From
the analysis above, it becomes apparent that the No Project alternative is no
alternative to the local people, Egerton University students, and the interested
stakeholders.
Relocation
Option
Relocation
option to a different site is an option available for the project
implementation. At present the institution has an alternative site to
accommodate the scale and size of the project and completing wetland project on
the empty land behind the new anatomy laboratory that is located next to the
University main gate. Assuming the project will be given a positive response by
the relevant authorities including NEMA, Council among others, this project
would have been delayed for about two (2) years before implementation. This is
a delay that our economy can’t afford. This would also lead to a situation like
No Project Alternative option. The other consequence of this is that it would
be a discouragement for developments in their bid to expand existing
facilities.
In
consideration of the above concerns and assessment of the current proposed
site, relocation of the project is not a viable option.
Analysis of Alternative
Construction Materials and Technology
The
proposed wetland site will be constructed using modern, locally and
internationally accepted materials to achieve public health, safety, security
and environmental aesthetic requirements. Equipment that saves energy and water
will be given first priority without compromising on cost or availability
factors. The concrete pillars and walls will be made using locally sourced
stones, cement, sand (washed and clean), metal bars and fittings that meet the
Kenya Bureau of Standards requirements.
The
alternative technologies available include the conventional brick and mortar
style, prefabricated concrete panels, or even temporarily structures. Due to
cost and durability, the brick and mortar style is the most popular more so in
Kenya. The scale and extent of the project is determined by design, the plot
size and funds available. The various technologies available include; concrete
frame construction, timber construction, prefabricated space frame
construction, steel frame and aluminium frame. The technology to be adopted
will be the most economical and one sensitive to the environment. Heavy use of
timber during construction is discouraged because of destruction of forests.
The exotic species would be preferred to indigenous species in the construction
where need will arise.
Waste water management alternatives
Five
locally available technologies are discussed below:
Alternative
one: Waste water treatment plant
This
involves the construction of a plant that will enable the recycling of the
waste water from the project activities to reusable standards and utilised
within the site in activities such as irrigating the flower gardens and
flashing of the toilets. It is usually expensive to construct and maintain, but
it is the most reliable, efficient and cost-effective in the long term. This is
the most preferred option for such project because of its benefits.
2
Alternative two: Use of stabilization ponds/lagoons
This
refers to the use of a series of ponds/lagoons that allow several biological
processes to take place, before the water is released back to the river. The
lagoons can be used for aquaculture purposes and irrigation. However, they
occupy a lot of space but are less costly. No chemicals are used, heavy metals
sink and decomposition processes take place. They are usually a nuisance to the
public because of smell from the lagoons/ponds. This option is not preferable
in the area because the required space is not available.
3
Alternative Three: Use of Constructed/A rtflcial wetland
This
is one of the powerful tools/methods used in raising the quality of life and
health standards of local communities in developing countries. Constructed
wetland plants act as filters for toxins. The advantages of the system are the
simple technology, low capital and maintenance costs required. However, they
require space and a longer time to function. Long term studies on plant species
on the site will also be required to avoid weed biological behavioural
problems. Hence it is not the best alternative for this kind of project because
of the large amount of land required.
4
Alternative Four: Construction of a septic tank
This
involves the construction of underground concrete-made tanks to store the
sludge with soak pits. This option is viable in instances where the project is
far from a sewer line. The method is made expensive due to construction
technology and regular exhaustion.
In
conclusion, the recommended course of action for the waste water management
from the proposed project is the construction of a waste water treatment plant
within the site that will be properly maintained.
8.5
Solid waste management alternatives
A
lot of solid waste will be generated from the proposed mini bakery project in
Nkoroi. An integrated solid waste management system is recommendable. First,
the proponent will give priority to Waste reduction at source of the materials.
This option will demand a solid waste management awareness programme among the
management and the users of the facility. Secondly, Recycling, Reuse and
composting of the waste; this will call for a source separation programme to be
put in place. The fma option will be combustion of the wastes that are not
recyclable.
PROJECT POTENTIAL IMPACTS AND MITIGATION MEASURES
Both
positive and negative impacts that are associated with the proposed wetland
construction. The following positive and negative impacts are associated with
the proposed project.
Positive Impacts
The
following are positive impacts associated with the proposed wetland:
·
Improvement in the quality
of water in river Njoro.
·
Direct and indirect,
temporal and permanent, skilled and non-skilled employment opportunities.
·
Provision of market for
supply of building materials.
·
Informal sectors benefits
through development of informal trading.
·
Optimal use of land.
·
Improvement in health status
as a result of clean water drained into the river.
·
Improvement in people’s
living standards.
·
Creation of manure
·
Facility will be a teaching
resource for the University in future
·
Incorporation of aquaculture
during operation of the project.
·
Water from the wetland
can be used for general purposes like
watering landscape and flushing sanitary facilities
·
Wetland will serve as an
example to other industries and institutions on the management of waste water.
Negative Impacts
Against
the background of the above positive impacts, there will be negative impacts emanating
from the construction and subsequent operation activities of the facility. The negative
impacts will include:
1.
Dust emissions: Dust will be
generated during the construction. This will affect construction staff as well
as the neighbours. The impact will be direct, temporary and minor.
2.
Noise Pollution and
increased vibration: The proposed civil works and operation of the facility
will bring about an increase in cumulative noise levels. Noise pollution from
the proposed development during construction noise will be generated from the
construction machines and construction workers during day time. Considering the
existing background noise level, the operations activity during daytime is not
expected to seriously affect the noise level in areas adjacent to the project
site.
3.
Soil Erosion: There is a
likelihood of localized soil erosion during the civil works which entail compacting,
earth excavations and moving works. However, these impacts will be largely localized
to the project area and will only occur during the construction phase.
4.
Oil Spills: There is a
possibility of oil leaking from the machineries. This may lead to potential
contamination of surface and groundwater as well as soil.
5.
Increase in traffic flow:
During the construction phase, heavy vehicles moving in and out of the project
site are likely to increase traffic along the main road near the project site
and could cause congestion.
6.
Strain in local resources:
The proposed development is likely to strain the resources available like water
in the area in the short term mostly during the construction phase. This is as
a result of increased population in the project without commensurate services
and facilities
7.
Occupational Health and
Safety: There will be potential risk of occupational hazards that could lead to
occupational accidents during construction and operation of the project. Adverse
impacts on the workers’ health and safety is likely to occur especially through
workers’ interaction with the equipment and machines during construction and
operation of the wetland. Accidents, injuries and diseases are likely to occur
during project construction and operations and this could potentially harm the
health of the employees.
8.
Solid waste generation:
Solid waste materials during construction and solid waste during operation and
decommissioning are likely to be encountered. The waste will include soil,
construction materials and office papers.
9.
Visual Intrusion: The
proposed project will change the natural appearance of the project area
landscape.
PROPOSED MITIGATION MEASURES
Dust
Emissions
·
Fugitive dust emissions from
site work to be eliminated or minimized by applying water on a need to need
basis to unpaved surfaces and exposed construction areas during the dry season;
·
Cover all trucks hauling
soil, sand and other loose materials or require all trucks to maintain at least
two feet of freeboard.
·
During construction, where
water is available, sprinkle the construction area with water to keep dust
levels down.
·
Construction trucks removing
soil from the site, delivering sand and cement to the site should be covered to
prevent material dust into the surrounding areas;
·
During construction, any
stockpiles of earth should be enclosed / covered / watered during dry or windy
conditions to reduce dust emissions;
·
Masks should be provided to
all personnel in areas prone to dust emissions throughout the period of
construction.
Noise
Abatement Measures
·
All construction equipments
and machinery to be used must be tested to verify if they are compliant with
Kenya and the internationally acceptable standards of noise. Tested noise
levels should be recorded as baseline and used for future monitoring.
·
Noise emitting equipment
should be properly maintained.
·
All workers in the project
site must be equipped with suitable and adequate Personal
·
Protective Equipment (PPE)
for hearing protection.
Soil
Erosion Mitigation Measures
·
Excavations of the site will
be confined only on the sections of the wetland where structures and equipment
shall be located.
·
Excavated earth will be held
away from the drains and on locations of the site not susceptible to surface
runoff of storm water,
·
The earth removed for
external disposal will require to be deposited on sites without the risk of
being washed down during rains and where it will not compromise other land use
activities in those areas,
·
Caution will be required
during construction at times of heavy rains.
·
Re-vegetate exposed areas
around the site so as to mitigate erosion of soil by storm water runoff.
·
The final site grade should
facilitate drainage and avoid flooding and pooling. A site drainage plan should
be developed to protect against erosion.
·
Protecting stockpiles
through the use of silt fencing and reduced slope angles should be used to
minimize soil erosion during construction.
·
Installation of drainage
ditches, construction of runoff and retention ponds is necessary. Minimization
of disturbances and scarification of the surface should be observed to reduce
erosion impacts.
·
All slopes and working
surfaces should be returned to a stable condition.
·
Topsoil on the final site
would be graded and planted as appropriate.
Oil
Spill Mitigation Measures
·
To prevent oil spills and
environmental contamination, the substation should be designed with spill
prevention and detection systems to protect the environment especially where
the transformers will be located.
·
Need to design appropriate
protection devices against accidental discharge of transformer oil substances.
·
Storage and liquid
impoundment areas for fuels, raw and in-process material solvents, wastes and
finished products should be designed with secondary containment to prevent
spills and the contamination of soil, ground and surface water.
·
The substation design should
provide adequate storage areas for the transformer oil.
·
Frequent inspection and
maintenance of the transformers should be done to minimize spilling.
·
A written substation
response plan should be prepared and retained on the site and the workers
should be trained to follow specific procedures in the event of a spill.
·
Constructing and maintaining
facilities should be done so as to enable the easy removal of rainwater from
the secondary containment structures and proper removal of oil from the surface
of the accumulated storm water.
·
The substation operator
should ensure the proper containment or collection and disposal for the used
transformer oil. In the Environmental Management Plan (EMP), disposal of used
oil will be the responsibility of the project operator.
·
All waste oils from
maintenance of transformers and other associated equipments’ should be
segregated and disposed properly by a reputable/registered waste handler in
accordance with the waste disposal plan.
Solid
waste generation
·
The solid waste would
consist primarily of packaging materials for lubricants, used oil filters and
used rags.
·
Contractor should develop a
solid waste disposal plan which includes the provision of receptacles at
strategic points within the site, recycling programmes for recyclable wastes.
·
Solid wastes must be segregated
and labelled to separate hazardous from non-hazardous waste. The substation
should be provided with an inbuilt solid waste collection bin with compartments
for recyclable materials, biodegradable materials and hazardous materials.
·
The most appropriate options
in waste management are identification of the waste types, segregation into the
various categories and establish suitable mechanisms of collection, storage,
transfer and final disposal. The ultimate destination for each of the waste
categories should also be known.
·
The contractor and project
operator should engage a refuse handling company to remove the wastes from the
site to the recommended waste management site.
·
Warning signs against
littering and dumping wastes in wrong places within the project site should be
erected.
·
Earth excavated from the
construction site should be used as land fill in quarries or other excavated
sites within or outside the project site. It is suggested that the contractors
identify suitable land fill sites.
·
Solid waste audit should be
an integral section of the annual environmental audit of premises upon
commissioning.
Hazardous
waste
·
The amount of hazardous
waste generated will be very low and possibly originate from maintenance
sources.
·
Hazards on the site should
be clearly marked and the entire workforce trained to recognize the hazards and
familiarize themselves with procedures to be followed before entering hazardous
areas.
Soil Erosion Mitigation
Measures
·
Excavations of the site will
be confined only on the sections of the substation where structures and
equipment shall be located.
·
Excavated earth will be held
away from the drains and on locations of the site not susceptible to surface
runoff of storm water,
·
The earth removed for
external disposal will require to be deposited on sites without the risk of
being washed down during rains and where it will not compromise other land use
activities in those areas,
·
Caution will be required
during construction at times of heavy rains.
·
Re-vegetate exposed areas
around the site so as to mitigate erosion of soil by storm water runoff.
·
The final site grade should
facilitate drainage and avoid flooding and pooling. A site drainage plan should
be developed to protect against erosion.
·
Protecting stockpiles
through the use of silt fencing and reduced slope angles should be used to
minimize soil erosion during construction.
·
Installation of drainage
ditches, construction of runoff and retention ponds is necessary. Minimization
of disturbances and scarification of the surface should be observed to reduce
erosion impacts.
·
All slopes and working
surfaces should be returned to a stable condition.
·
Topsoil on the final site
would be graded and planted as appropriate.
Oil Spill Mitigation
Measures
·
To prevent oil spills and
environmental contamination, the substation should be designed with spill
prevention and detection systems to protect the environment especially where
the transformers will be located.
·
Need to design appropriate
protection devices against accidental discharge of transformer oil substances.
·
Storage and liquid
impoundment areas for fuels, raw and in-process material solvents, wastes and
finished products should be designed with secondary containment to prevent
spills and the contamination of soil, ground and surface water.
·
The substation design should
provide adequate storage areas for the transformer oil.
·
Frequent inspection and
maintenance of the transformers should be done to minimize spilling.
·
A written substation
response plan should be prepared and retained on the site and the workers
should be trained to follow specific procedures in the event of a spill.
Public
and Workers Health and Safety Mitigation Measures
·
All workers entering the
construction site must be equipped with Personal Protective Equipment (PPE)
such as ear muffs, safety footwear, overalls, gloves, dust masks, among others.
The PPE’s should be those that meet the international standards.
·
Personal protection gear
must be provided and its use made compulsory to all. The entire workforce of
the substation should be trained in the use and care of protective gear and in
all relevant safety measures.
·
Restricted ‘ENTRY’ signs
should be installed to keep away unauthorized persons from access to restricted
areas.
·
Machines and Equipments must
be operated only by qualified staff and a responsible person should be on site
at all times to ensure adherence to safety requirements.
·
The contractor and operator
must develop a workplace Safety and Health Policy Manual which should be
communicated to all persons at the site.
·
The contractor and operator
should develop a Substation Response Plan for handling any emergencies arising
thereof during the construction.
·
During construction,
temporary washrooms should be constructed with soak-pits that can be easily
exhausted.
·
A well equipped first aid
kit and a person who has been trained in first aid should always be available
at the site.
Visual
Impact
·
Structures at the site
should be designed in such a way that they will improve the beauty of the
surroundings.
·
Restore site area through
backfilling, landscaping and planting of trees, shrubs and grass on the open
spaces to re-introduce visual barriers,
·
Landscaping and planting of
trees at the site would also serve to mitigate any perceived negative visual
impacts
Economic
and Social Impact
·
The Proponent should
continually participate in community development activities where possible as
part of their corporate social responsibility.
·
Casual labourers should be
sourced from the local community to boost them economically and create employment
for the youth.
LEGAL FRAMEWORK
Legal Legislative Reforms
The Kenyan
Government has undertaken reforms aimed at conservation of environmental resources
including wetlands. This includes enactment of legislations related to
conservation and management of wetlands in the country. The relevant laws
include the Environment Management and Coordination Act (EMCA 1999) section 42,
the Lakes and Rivers Act cap 409, and the Water Act (2002) which deals with
management, conservation and control of water sources.
The government
has also developed strategies for water services development and water resources
management. It has also gazetted subsidiary legislation aimed at protection of
wetlands.
These include
the Water Resources Management Rules 2007, Environmental Management and Coordination
Water Quality Regulations 2006, that set stringent standards for effluent
discharge into aquatic bodies.
In-spite of the
above reforms Kenyan wetlands are still greatly threatened by degradation.
Policy Statement 1: Monitor and
ensure implementation of the National Wetlands Policy through development of
appropriate legislation
Policy Statement 2: Mechanism for reviewing
Environmental Impact Assessments (EIA) on proposed development projects in
wetland areas should ensure use of relevant expertise.
Policy Statement 3: Develop
wetlands conservation and management guidelines, regulations and procedures.
Policy Statement 4: Integrate
wetland concerns into all sectoral reforms
Institutional Arrangements
Lack of a
holistic institutional framework has affected wetland management in Kenya.
Different aspects of wetland conservation and management are handled by
different agencies, such as KWS, fisheries, water, regional development
authorities, agriculture, local authorities, and communities, without clear
legal framework. This has therefore meant that no single agency is in charge of
overall coordination. This status highlights the fact that wetlands have often
been marginalized and regarded as “wastelands” and this neglect has contributed
to massive wetland loss and degradation.
Policy Statement
1: The government will identify a National Institution to spearhead and coordinate
implementation of the policy
Policy Statement
2: Establish a National Wetlands Interministerial Steering Committee to guide implementation
of the policy bearing in mind that wetlands are cross sectoral resources.
Policy Statement
3: Measures to establish site management committees made up of adjacent communities
to conserve and manage wetlands at national level and their respective wetlands
at local level.
Policy Statement
4: Encourage development of stakeholder management plans for wetlands with clearly
defined management regimes centered on local community participation.
Policy statement
5: Promote implementation of water resources strategic management plans
Artificial
Wetlands
Artificial
wetlands have gained prominence worldwide as alternative technologies in wastewater
treatment, food production and aesthetic uses. In Kenya the use of these types
of wetlands has been minimal despite their huge potential for affordable
wastewater treatment and other uses.
Policy Statement
1: Promote the use of artificial wetlands in the relevant sectors such as industries,
sources of water for increased agricultural production, municipalities, hotels,
communities among others, as way of reducing pressure on natural wetlands.
Policy Statement
2: Demonstration and training sites will be established to promote the use and benefits
of constructed wetlands.
Policy Statement
3: Establishment of fishponds for food production in local communities will be promoted
as part of the National food security program.
PUBLIC CONSULTATION
Consultations
were also undertaken as part of the EIA in order to obtain the views of immediate
community, interested groups, stakeholders and affected groups within the
site’s immediate area of influence. The consultation was done with the immediate
neighbourhood of the proposed site and involved use of a semi-structured public
participation form.
We
designed fifty questionnaires whereby 20 copies were distributed to students,
another 20 to the community members who resided along Njoro river bank and the
wetland and the remaining 10 questionnaires were issued to the staff both
teaching and non-teaching staffs.
In general
the project is acceptable and no objections were raised concerning the proposed
wetland construction. Students were very concerned about the wastes that they
produce because they are not directly affected by the water quality in river
Njoro. Some even have not visited water stabilization ponds nor the constructed
wetland.
The
community along the river Njoro were very bitter about the water quality in
river Njoro. They thought water borne diseases like typhoid; cholera and amoeba
which are common among their members are attributed to release of waste water
from Egerton University. About five people die and hundreds are affected by the
water quality in the river.
On
the side of staff, most teaching staff said that Egerton has attributed to poor
water quality in the river. The non/teaching staff mostly skilled and unskilled
supported the project because some of them hoped to get job and renew their working
contracts.
Conclusion
In view of the above findings, it can be
concluded that there is a high level of acceptance of the Wetland project by
all stakeholders including the communities living along the stream as well as
the students’ population. This follows drainage of poor quality water into the
nearby Njoro River. Among the most notable aspects include the following:
1.
The wetland will contribute immensely towards improvement of water
quality that is released into River Njoro.
2.
The wetland will not only uplift the living standards of the
communities, but will also lead to appreciation of water values, improve the
livelihoods and enhance hygiene and sanitation at homestead levels.
3.
The wetland will further into developing a water treatment plant to ensure
availability of clean water for domestic use in the target areas,
4.
The wetland will enable moderation of flows in Njoro River downstream
and ensure constant availability of water throughout the year.
5.
Management of the wetland will contribute towards environmental
conservation initiatives such as to include sustainable water reuse, and access
to biological resources in the area,
It is also concluded that the project
magnitude will be significant such as to impose impacts to the physical and
biological environment as well as the social, cultural and economic setting of
the area.
The negative impacts, however, are
identifiable and can be mitigated through design and administrative measures.
However, the overall positive impacts of the project far outweigh the negative
projects through the mitigation measures outlined for the project.
Recommendations
It is recommended that the wetland project
proceed with the main objective remaining to enhancing effective water
treatment before it is released into River Njoro. In order to minimize
environmental and social impacts from the wetland construction and operation,
the following broad recommendations are also proposed;
1.
Vegetation clearing shall only be done on the wetland construction area
such to reduce loss of indigenous plants around the construction site,
2.
Water quality will be of high importance. It will, therefore, be
necessary to identify and decommission all pit latrines and waste holding
locations for total removal for disposal into approved and pre-agreed dumping
areas. This should also apply to cattle pens found in each homestead,
3.
Culturally, the water will be unacceptable for consumption if graves are
submerged into the river. In this regard, the project management will need to
negotiate with the communities on the logistics of relocation of the graves to
pre-agreed sites,
4.
Provide an opportunity for the local communities (land owners) dispose
off natural resources on their land before acquisition. This could include
controlled charcoal burning and briquette making as well as removal of sand
accumulated at the dam site.
5.
Undertake a comprehensive risks assessment study of the wetland
components downstream the entire Njoro river basin with quantification and
appropriate preventive propositions,
6.
An all-inclusive participatory resettlement Action Plan should be
systematically conducted to establish who owns (interested parties and
shareholders) what so as to determine the rightful owners who should benefit
and the share each should receive
7.
In order to ensure safety, there is need to fence the wetland.
8.
Organization of the community into a strong unit to control local
resources as well as social and economic benefits resulting from construction
of the wetland including sand harvesting and marketing of products such as
fish, crops and livestock.
ENVIRONMENTAL
MANAGEMENT PLAN (EMP)
Significance of the EMP
Environmental
Management Plan (EMP) for developing projects is usually to provide a logical
framework within which identified negative environmental impacts can be
mitigated and monitored. In addition the EMP assigns responsibilities of
actions to various actors and provides a timeframe within which mitigation
measures and monitoring can be done. The EMP is a vital output of an
Environmental Impact Assessment as it provides a checklist for project
monitoring and evaluation. The EMP outlined below will address the identified
potential negative impacts and mitigation measures of the proposed project
based on the chapters of Environmental Impacts and Mitigation Measures of the
Negative Impacts.
Pre- construction &
Construction Phase EMP
The
necessary objectives, activities, mitigation measures, and allocation of costs
and responsibilities pertaining to prevention, minimization and monitoring of
significant negative impacts and maximization of positive impacts associated
with the construction phase the proposed project are outlined below.
Expected
Negative Impacts
|
Recommended
Measures
|
Responsible
Party
|
Time
Frame
|
Cost
(Kshs)
|
Run off and soil erosion
|
§ Create
storm water management practices, such as piping systems or retention ponds
or tanks, which can be carried over after the building is complete
|
Proponent & Contractor
|
Throughout construction period
|
50,000
|
§ Apply
soil erosion control measures such as leveling of the project site to reduce
run-off velocity and increase infiltration of storm water into the soil.
|
Proponent & Contractor
|
Throughout construction period
|
10,000
|
|
§
Ensure that
construction vehicles are restricted to existing graded roads to avoid soil
compacting within the project site.
|
Proponent & Contractor
|
Throughout construction period
|
§
|
|
Solid waste generation
|
§
Through accurate estimation of the sizes and
quantities of materials required, order materials in the sizes and quantities
they will be needed, rather than cutting them to size, or having large
quantities of residual materials
|
Proponent & Contractor
|
Throughout the construction period
|
20,000
|
§
Ensure that construction materials left over at
the end of construction will be used in other projects rather than being
disposed of.
|
Proponent & Contractor
|
Continuous
|
5,000
|
|
§
Provide facilities for proper handling and storage
of construction materials to reduce the amount of waste caused by damage or
exposure to the elements
|
Proponent & Contractor
|
Continuous
|
20,000
|
|
§
Use building materials that have minimal or no
packaging to avoid the generation of excessive packaging waste.
|
Proponent & Contractor
|
Throughout construction period
|
-
|
|
§
Use construction materials containing recycled
content when possible and in accordance with accepted standards
|
Proponent & Contractor
|
Throughout the construction period
|
-
|
|
§
Reuse packaging materials such as cartons, cement
bags, empty metal and plastic containers to reduce waste at the site
|
Proponent & Contractor
|
Throughout the construction period
|
-
|
|
§
Dispose waste more responsibly by dumping at
designated dumping site or landfills only; the use of a registered waste
disposal company is encouraged
|
Proponent & Contractor
|
Throughout the construction period
|
100,000
|
|
Air/Dust pollution
|
§
Ensure strict enforcement of on-site speed limit
regulations
|
Proponent & Contractor
|
Throughout the construction period
|
5,000
|
§
Avoid excavation works in extremely dry weathers
|
Proponent & Contractor
|
Throughout the construction period
|
-
|
|
§
Sprinkle water on graded access routes each day to
reduce dust generation by construction
|
Proponent & Contractor
|
Throughout the construction period
|
10,000/Month
|
|
Noise Pollution
|
§
Sensitize construction vehicle drivers and
machinery operators to switch off engines of vehicles or machinery not being
used.
|
Proponent & Contractor
|
Throughout the construction period
|
10,000
|
§
Sensitize construction drivers to avoid gunning of
vehicles engines or hooting especially when passing through sensitive areas
such as churches, residential area and hospitals
|
Proponent & Contractor
|
Throughout the construction period
|
1,000
|
|
§
Ensure that construction machinery are kept in
good condition to reduce noise generation
|
Proponent & Contractor
|
Throughout the construction period
|
10,000
|
|
§
Ensure that all generators and heavy duty
equipment are insulated or placed in enclosures to minimize ambient noise
levels.
|
Proponent & Contractor
|
Throughout the construction period
|
10,000
|
|
Depletion of energy resources
|
§
Ensure electrical equipment, appliances and lights
are switched off when not being used
|
Proponent & Contractor
|
Throughout the construction period
|
-
|
§
Install energy saving fluorescent tubes at all
lighting points instead of bulbs which consumer higher electric energy
|
Proponent & Contractor
|
Throughout the construction period
|
50,000
|
|
§
Ensure planning of transportation of materials to
ensure that fossil fuels (diesel, petrol) are not consumed in excessive
amounts
|
Proponent & Contractor
|
Throughout the construction period
|
10,000
|
|
§
Monitor energy use during construction and set
targets for reduction of energy use.
|
Proponent & Contractor
|
Throughout the construction period
|
5,000
|
|
Exploitation of water resources
|
§
Promptly detect and repair of water pipe and tank
leaks
|
Proponent & Contractor
|
Throughout the construction period
|
10,000
|
§
Ensure taps are not running when not in use
|
Proponent & Contractor
|
Throughout the construction period
|
1,000
|
|
Ignorance
|
§
Provisions must be put in place for the formation
of a Health and Safety Committee, in which the employer and the workers are
represented
|
Proponent & Contractor
|
Continuous
|
5,000
|
Injuries caused by machineries and
equipments
|
§
Ensure that machinery, equipment, personal
protective equipment, appliances and hand tools used in construction do
comply with the prescribed safety and health standards and be appropriately
installed maintained and safeguarded
|
Proponent & Contractor
|
Continuous
|
-
|
Poor storage of materials
|
§
Ensure that materials are stored or stacked in
such manner as to ensure their stability and prevent any fall or collapse
|
Proponent & Contractor
|
Continuous
|
10,000
|
Emergencies
|
§
Design suitable documented emergency preparedness
and evacuation procedures to be used during any emergency
|
Proponent & Contractor
|
Continuous
|
200,000
|
§
Provide measures to deal with emergencies and
accidents including adequate first aid arrangements
|
Proponent & Contractor
|
Continuous
|
50,000
|
|
Pollution
|
§
Ensure that workers at the excavation sites and
other dusty sites are adequately protected from inhalation of substantial
quantities of dust through provision of suitable protective gear (e.g. nose
masks)
|
Proponent &
Contractor
|
Continuous
|
100,000
|
§
Provide workers in areas with elevated noise and
vibration levels with suitable ear protection equipment such as ear muffs
|
Proponent &
Contractor
|
Continuous
|
50,000
|
|
§
Suitable overall, safety footwear, dust masks, gas
masks, respirators, gloves, ear protection equipment e.t.c should be made
available and construction personnel must be trained to use the equipment
|
Proponent &
Contractor
|
Continuous
|
100,000
|
|
§
Ensure that construction workers are provided with
an adequate supply of wholesome drinking water which should be maintained at
suitable and accessible points
|
Proponent &
Contractor
|
Continuous
|
5,000/ month
|
|
Sanitary
|
§
Ensure that conveniently accessible, clean,
orderly, adequate and suitable washing facilities are provided and maintained
in within the site
|
Proponent &
Contractor
|
Continuous
|
5,000
|
§
Provide and maintain adequate and suitable
accommodation for clothing not worn during working hours for construction
employees
|
Proponent &
Contractor
|
Continuous
|
5,000
|
|
§
Provide and maintain, for the use of all workers
whose work is done standing, suitable facilities for sitting sufficient to
enable them to take advantage of any opportunity for resting which may occur
in the course of their employment
|
Proponent &
Contractor
|
Continuous
|
5,000
|
|
Accidents caused by Hand tools
|
§
Hand tools must be of appropriate size and shape
for easy and safe use
|
Proponent &
Contractor
|
Continuous
|
-
|
§
Height of equipment, controls or work surfaces
should be positioned to reduce bending posture for standing workers
|
Proponent &
Contractor
|
Continuous
|
-
|
Operational
Phase EMP
The
necessary objectives, activities, mitigation measures, and allocation of costs
and responsibilities pertaining to prevent, minimization and monitoring of
significant negative impacts and maximization of positive impacts associated
with the operational phase the proposed project are outlined in the table
below.
Objective/Plan
|
Recommended Mitigation Measures
|
Responsible Party
|
Monitoring Mechanism
|
Cost (Kshs)
|
Health and Safety Risks
|
§
Implement all necessary measures to ensure health
and safety of workers and the general public during operation of the proposed
wetland project as stipulated in Factories and Other Places of Work Act Cap
514
|
Continuous
|
2,000
|
|
Safety and security of the premises
and surrounding areas
|
§
Ensure the general safety and security at all
times by providing day and night security guards and adequate lighting within
and around the premises during night hours
|
Proponent
|
Continuous
|
20,000/month
|
Decommissioning Phase
In
addition to the mitigation measures provided in two above tables in this
chapter, it is necessary to outline some basic mitigation measures that will be
required to be undertaken once all operational activities of the proposed
project have ceased. The necessary objectives, mitigation measures, allocation
of responsibilities, time frames and costs pertaining to prevention,
minimization and monitoring of all potential impacts associated with the
decommissioning and closure phase of the proposed project are outlined in the
table below.
Environmental Impact
|
Recommended Mitigation Measures
|
Responsible Party
|
Time Frame
|
Cost (Kshs)
|
Solid Waste Generation
|
§ All
buildings, machinery, equipment, structures and partitions that will not be
used for other purposes must be removed and recycled/reused as far as
possible.
|
Contractor
|
Continuous
|
100,000
|
§ All
foundations must be remover and recycled, reused or disposed of at a licensed
disposal site
|
Contractor
|
Continuous
|
200,000
|
|
§ Donate
reusable demolition waste to charitable organizations, individuals and
institutions
|
Contractor, Proponents
|
Continuous
|
-
|
Cost of the wetland (estimates)
The costs for each of the parts
are listed below. Onetime fee
|
Cost
|
|
Design
|
Ksh 829,000 or more
|
|
Construction
|
Ksh 3,260,000
|
|
Permits
|
Ksh 416,000
|
|
Total
|
Ksh 4,176,000
|
|
Maintenance
|
Ksh 60,000 per year
|
|
Questionnaire
|
|
Technical
analysis: Is building
a wetland to clean part of the water of the Njoro River to WHO standards for
irrigation technically feasible?
|
|
a. Is the soil at the project site suitable
for building a wetland?
|
Yes
|
b. Is the water
of the Njoro River suitable for building a wetland?
|
Yes
|
i) How much water and at what rate is
flowing in the river?
|
Rate suitable.
More research on hydrology is required.
|
ii) What is the
level of pollution of the water?
|
Treatment possible
|
c. Is the site topographically suitable for
building a wetland?
|
Needs adjustments
|
i) Is the site big enough?
|
Yes
|
ii) Is the terrain
profile suitable?
|
Needs some
adjustments
|
d. Is the site environmentally suitable for
building a wetland?
|
Yes
|
i) Is the climate suitable?
|
Yes
|
ii) Is the local flora suitable?
|
Yes
|
iii) Is the local
fauna suitable?
|
Yes
|
e. Can the wetland be maintained and
supervised?
|
Yes
|
i) What parties
are willing to maintain the wetland?
|
Parties available
|
ii) Do these
parties have the required skills?
|
Some capacity
building is necessary
|
iii) How can the
continuity of the maintenance be guaranteed?
|
Management by the
University administration
|
Social
analysis: Is building
a wetland for to clean part of the water of the Ngong River to WHO standards
for irrigation socially feasible?
|
|
a. Will the community support the wetland?
|
Yes
|
b. Will the
government support the wetland?
|
More detailed
information on design, feasibility and environmental impact are needed prior
to consideration by government agencies.
|
c. Will other parties that can compromise
feasibility support the wetland?
|
Yes, based on
increased water quality.
|
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