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The World Bank

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The World Bank Mostar Urban Environment and Water Quality Plan June, 2006 Mirko arac, B.Sc.C.E. 1. Introduction The City of Mostar, is one of the largest cities in ... – PowerPoint PPT presentation

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Title: The World Bank


1
The World Bank
Mostar Urban Environment and Water Quality
Plan June, 2006
Mirko Šarac, B.Sc.C.E.
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1. IntroductionThe City of Mostar, is one of
the largest cities in Bosnia and Herzegovina,
where live around 100.000 inhabitants (according
last census from 1991 in Mostar City lived
126.628 inhabitants). There has been no solved
sewerage system. Only some parts of town (mainly
central urban zone) are provided with sewers (in
total approximately 50 km with about 35
discharges which directly flow to river Neretva).
Poorly operating septic tanks and cesspits are
still in use throughout the area. In addition to
the domestic waste dicharges, wastes from
industries (aluminium, textiles, metals, woods
and others).
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  • Numerous studies have been performed to solve
    this problem such as collecting, transport and
    treatment of wastewater. The general rationale
    were
  • Connect all users (domestic and industrial) in
    the urban area of the Mostar Valley to a central
    sewerage system
  • Establish a gravity interceptor system running
    from north to south, if possible
  • Provide a proper functioning sewer system,
    especialy with respect to maintaining adequate
    slopes and velocities in the sewers and
  • Provide a suitable level of protection for the
    Neretva River.

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  • ?The overall goals of the wastewater improvement
    program for the Mostar Valley service area
    include
  • Ensure preservation of natural ecosystem
  • Improve the conditions within the middle reach of
    the Neretva River
  • Improve the health of the area residents
  • Ensure the preservation of the downstream areas,
    where the Neretva River is directly or indirectly
    being used for water supply, irrigation, fishing
    as well as other uses by numerous towns and
    smaller settlements and
  • Develop an implementation program and financial
    plan that is affordable.

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  • Specific objective
  • ? to prepare a phased implementation program for
    rehabilitating, upgarding and investing that will
    meet stakeholder-agreed, affordable and
    suistenable objectives for urban environmental
    and water qualiy goals.

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  • 2. Project Need
  • A primary need for an improved wastewater
    collection and treatment system in the Mostar
    Valley is to improve and protect the sensitive
    Neretva River ecosystem, which includes globally
    significant wetlands downstream near the Adriatic
    Sea.
  • In addition, the project is necessary to protect
    the health of the population of Mostar and
    downstream users, and to revive the economy after
    devastating of the war.
  • As the largest river of the Adriatic basin, the
    Neretva River is an ecologically significant
    resource of international importance.

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  • The lower Neretva valley contains the largest and
    the most valuable remnants of the Mediterranean
    wetlands on the eastern Adriatic cost and is one
    of the the few areas of this kind remaining in
    Europe.
  • These estuarine areas (Park of nature "Hutovo
    Blato" and Neretva Delta) are considered
    regionally significant wetlands within the
    Mediterranean and are globally significant
    wetlands under the Ramsar Convention.
  • In addition to these wetlands, the Neretva River
    is a significant ecological resource, because of
    the many protected fish species that it supports,
    including endemic Adriatic trout.
  • In total, 7 fish species found on the
    International Union for Conservation of Nature
    nad Natural Resources (IUCN) Red List, and 4
    listed as Protected by the Bern Convention are
    found within the river.

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Hutovo Blato Ramsar site
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  • The current practice of discharging untreated
    wastewater to the Neretva River has serious
    long-term implications for the Neretva River
    ecosystem and the sensitive downstream wetlands.
    Nutrient reduction is one of particular concern
    with regards to protection of the river and
    wetland ecosystem.
  • If untreated wastewater continues to be
    discharged to the river, nutrient loads will
    increase, and the river and wetlands will be
    subject to eutriphication.
  • EU Council has established effluent standards for
    discharge of nutrients to sensitive areas under
    Directives 91/271/EEC and 98/15/EEC. The
    long-term goal of wastewater treatment and
    nutrient removal of City Mostar is to comply with
    EU standards.

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  • Except nutrient reduction wastewater treatment is
    needed to remove suspended solids, coliform
    bacteria, and toxic substances, including heavy
    metals from the river.
  • Today, the Neretva River is contamined with
    faecal coliform levels that exceed EU coliform

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  • The Neretva River is not used for consumption in
    Mostar, downstream wells located close to the
    river supply drinkig water to numerous towns and
    settlements. It is possible that water from
    Neretva can penetrate these wells, degrade
    drinking water, and pose a risk to downstream
    populations. Wastewater treatment is essential to
    meet the EU standards for coliform bacteria,
    which will improve the sanitary conditions for
    Mostar residents and downstream users.
  • In the Mostar area, septic tanks, cesspits and
    latrines are still in use, which also presents a
    great danger for the health of the population.

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  • The project will create a variety of employment
    opportunities both directly from the
    implementation of the project, and indirectly by
    being attractive to new business and industry.
  • The phased approach of the project ensures
    long-term employment opportunities in the area
    that has a 40 unemployment rate and continues to
    suffer economically.
  • Tourism will also benefit the project will be
    consistent with current efforts to restore the
    City and reestablish the tourism industry to
    pre-war levels, which will also provide jobs and
    stimulate the weak economy.

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3. Existing Situation
  • The City covers area of 13.950 hectares and
    comprises 3 main areas Bijelo Polje (northern
    valley), central area and south valley.
  • The Neretva River flows through Mostar and is the
    key feature in the area.
  • The war occured from 1992 to 1995 resulting in
    large emigration. As result of the war, close to
    90 of the city industrial capacity was shut down
    or destroyed and is still out of operation.

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  • The largest population concentration is in the
    central urban zone, which covers an area of 3.882
    ha, including about 1.000 ha of the southern
    industrial zone.
  • This zone had a population of approximatelly
    90.000 inhabitants (1991 census), representing
    roughly 70 of the entire population of Mostar.
  • The existing wastewater network in Mostar covers
    only the central urban area that serves about
    50.000 inhabitants who represent only the half of
    the entire population living in Mostar valley
    today.

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Existing Situation of the Mostar Sewerage System
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  • In the others areas of the Mostar valley only
    selected industrial plants have a drainage system
    for wastewater while the others independently
    dispose into the ground or into small rivers or
    streams (such as Radobolja, Jasenica, Buna and
    Bunica) that flow into the Neretva River.
  • Development of the wastewater network has
    occurred in a disorderly fashion. Newly built
    urban areas simply connected themselves to the
    existing network which meant that previously
    constructed collectors became too smal for the
    new capacity. The service area has enlarged and
    land use has also changed. The urbanization of
    unused and green areas has increased runoff from
    these areas that in turn has increased quantities
    in the system. As result of this the capacity of
    existing collectors become inadequate.

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  • The main (and only) recipient of all wastewater
    and stormwater runoff is the Neretva River.
    Neretva divides the wastewater system into 2
    completely independent parts the left (East) and
    right (West) bank. Neither the right nor the left
    of the neretva has a unified wastewater system.

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  • 4. Planning and design criteria
  • The establishment of basic planning and
    design criteria and the subsequent projection of
    population and wastewater services requirements
    are crucial to the formation of a proper Urban
    Environment and Water Quality Plan for the City
    of Mostar. The following general planning
    criteria formed basis for development of a
    recommended plan
  • ? Planning period
  • Service area
  • Level of service
  • Planned economic and industrial activities
  • Water quality objectives
  • Current regulations
  • International criteria
  • Planning ranges
  • Population projections
  • Wastewater flow and strenght.

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  • To plan the required physical components of
    wastewater system to meet the projected
    wastewater discharges, the following component
    design criteria were established for use
  • Collection systems
  • Pumping stations
  • Wastewater treatment.

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  • 5. Alternative Identifications and
    Evaluation
  • Alternative wastewater system layouts were
    developed based on the water quality and quantity
    projections and other planning criteria.
  • The service area can be divided into 3 service
  • sub-areas
  • North Valley
  • Central Valley
  • South Valley.
  • These sub-areas were used to formulate 3 main
    alternative wastewater management system. Within
    some of these maim options several sub-options
    also were identified that dealt with alternate
    conveyance systems.

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Option 1 Single Service Area (Central WWTP)
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  • Option 2 Two WWTPs

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  • Option 3 Three WWTPs

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Option 3 Three WWTPs
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  • The alternatives identified and previously
    described were evaluated using various criteria
  • a) Monetary Factors
  • Relative Cost
  • b) Non-Monetary Factors
  • ?Performance
  • Sensitivity to raw wastewater characteristics
  • Compliance with effluent discharge
    requirements/water quality ovjectives
  • Compatibility with and maximum utilization of
    existing wastewater collection system
  • Technical feasibility
  • Acceptability/complexity of proposed technology
  • Construction considerations
  • System reliability/flexibility and
  • OM considerations.

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  • ?Environmental related
  • Odor generation potential
  • Noise
  • Short-term construction impacts
  • Biological community impacts
  • Community impacts and resettlements issues and
  • Aesthetics.
  • ?Other
  • Land availability
  • Adaptation to phased implementation
  • Future expansion potential and
  • Stakeholder acceptability.

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  • 6. Overall Plan Description
  • As a result of the above analysis and
    recommendations, the selected plan consists of
    the following elements
  • Install a wastewater treatment system for the
    northern valley, using a natural treatment
    technology as land permits individual septic
    systems may be required for certain isolated
    users
  • Install a dual collector system in the Central
    Valley area, one interceptor sewer on each side
    of the river with an inverted siphon to transport
    all flow to one side of the river
  • Install a mechanical-biological WWTP for the
    Central Valley Service Area
  • Install a wastewater treatment system for the
    southern valley using natural treatment
    technology or an oxidation ditch system, as land
    permits individual septic systems may be
    required for certain isolated users
  • A main raw wastewater pump station is required to
    lift wastewater to each wastewater treatment
    system, the costs of which are included with the
    treatment olant costs
  • Local collection system will be installed within
    the community approximately 13 small local
    pumping stations (8 on the left bank and 5 on the
    right bank) will be required for lifting
    wastewater from some low-lying areas near the
    river up to the collection system.

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  • The capital cost for the overall recommended
    plan, for collection and treatment of the
    anticipated year 2032 flows and loads, is
    US 83.430.000.
  • The annual OM cost estimated for the selected
    alternative is US 3.226.000.
  • These costs include wastewater collection,
    pumping and treatment in each of 3 service
    areas. The cost estimates should be updated as
    the project components are better defined during
    the design phases of the project.
  • Currency conversion of 1 Euro 2 KM US
    1,20.

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  • 7. Environmental Impact Assessment and
  • Mitigation on the Recommneded PLan
  • Propsed option 3A was evaluated according to
    potential impacts on the following resources
  • Water,
  • Wildlife habitat and sensitive natural areas,
  • Threatened and endangered species,
  • Energy,
  • Noise,
  • Socio-economic environment,
  • Cultural resources,
  • Air quality.

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8. Phase Implementation Plan

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WATER QUALITY PROTECTIONIN BOSNIA AND HERZEGOVINA
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WATER QUALITY PROTECTIONIN BOSNIA AND HERZEGOVINA
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THANK YOU FOR ATTENTION
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