GEODATA PLUS VOL. 2 MINISTRY OF TRANSPORTAND COMMUNICATION ENVIRONMENTALAND SOCIAL IMPACTASSESSMENT South West Highway Environmental & Social Impact Assessment 26 February 2009 Page i Rev A : 12 February2009 EXECUTIVE SUMMARY Background: The overall goal of the Government's Western Europe to Western China (WE-WC) Corridor development program is to improve transport efficiency and safety, and promote development along one of Kazakhstan's main strategic road transport corridors. Transport and trade efficiency will be improved through provision of better infrastructure and services along the entire corridor to reduce transport costs, and through gradual reform of the entities responsible for all categories of roads. The Bank will finance a major upgrade of road infrastructure for the portion of the Corridor from Shymkent to AktobeIKyzylorda oblast border (1,025 km) (South West Highway) as a Specific Investment Loan. The other cooperating International Financial Institutions (IFls), Asian Development Bank (ADB), European Bank for Reconstruction and Development (EBRD) and Islamic Development Bank (IDB), involved in supporting development of the corridor will finance other sections of the construction program. The project will also assist the government to strengthen the capacity of agencies responsible for managing the national road network, and to prepare and implement a road safety and road service improvement action plan that will provide system-wide benefits. The project will serve local travel as well as international transportation of general cargo and other goods produced locally and in the region (Tajikistan, the Kyrgyz Republic and Uzbekistan). Institutional development measures include the introduction of an efficient road management system incorporating modern methodsfor planning and executing road maintenance, and strengthening the capacity of the Committee for Roads (the Committee) within the Ministry of Transport and Communication (MOTC) to efficiently implement all investments. The preliminary road design prepared by the MOTC envisaged the widening of the road and the construction of bypasses around some of the towns along the WE-WC Corridor. The Feasibility Studies financed by the government, which included a preliminary environmental assessment report (pre-EA), based on the national laws of Kazakhstan were completed in December 2007. In 2008 the preparation of a Resettlement Policy Framework (RPF) that applies to the entire Corridor, as well as an Environmental Assessment Framework (EAF) for the entire Corridor were accomplished under a separate assignment coordinated by ADB and the World Bank. Project Description: The project has five components, of which the first two entail the most relevant environmental and social impacts. The complete description of the project can be found in section 3, as well as in Annex 1 of the Main Report. Com~onent1: Upgrade and reconstruction of road sections within Kyzylorda Oblast (excluding the bypass to Kyzylorda). This component will finance the upgrade and reconstruction of road sections in Kyzylorda oblast totalling about 834 km with a design oriented towards increased road safety. Component 2: Upgrade and reconstruction of road sections within South Kazakhstan Oblast, including bypasses at Kyzylorda and Shymkent cities. It is proposed that the entire alignment between Kyzylorda and Shymkent will be upgraded from 2 lanes to 4 lanes. Component 3: Project Management Consultants (PMC). The consultant services will assist the Committee with the management of all activities associated with the projects as part of a joint effort KZSWHWC~EARep~200902026~disclosuredoc Page ii Rev A :12 1 December 200BFebruary2009 by all lFls and the Government to ensure efficient and transparent implementation of the WE -WC Corridor program. The PMC w~llalso impart transfer of knowledge to IWOTC staff as part of the capacity building effort. Component 4: Institutional Development. The component comprises consulting services, technical studies, the provision of equipment, and training to strengthen the internal management and operations of the Committee, particularly to improve road sector planning, programming, budgeting, implementation of safeguards mitigations, and to improve the efficiency of road maintenance practices. Technical assistance will be provided for the preparation of a road safety improvement plan and an action plan for the developmentof road services along the Corridor. Component 5: This will finance consulting services for supervision of civil works under Components 1 and 2, and will also include review of detailed engineering designs and supervision of the implementation of Environment Management Plans prepared. Environmental Conditions: The environmental conditions for the project are described in detail in section 4 as ell as Annexes 5-1 to 5-14 of the Main Report. The project area is characterized by arid climate, sparse vegetation, few year-round surface water courses and large areas with naturally hyper-saline soils. Saksaul forests, which are adapted to dry, saline conditions with extreme temperature differences, play an important role in soil stabilization and erosion control but are not found near the project corridor, nor the bypass alignments. The landscape in the northern project sector is very arid, barren, hardly vegetated and prone to wind erosion, dust generation and moving sand dunes. Surface drainage exists mainly seasonally, when flash floods can occur and draining waters can have a high erosion potential. The landscape has a very soft relief with wide valleys and basins, separated by slightly elevated plateaus. Land use is restricted to low density animal grazing in the natural environment (mainly camels, sheep, goats and some cattle). Permanent settlements are extremely sparse. South and east of Zhosaly the climate is less severe and the settlements are more common, usually clustered around former state farms and railroad facilities. The steppe vegetation, dominated by grassland with small patches of forest near rivers and in valleys, is interrupted by large tracts irrigated with water from the Syr Darya River. The area between Turkestan and Shymkent is used extensively for agriculture and horticulture. In the section between the cities of Shymkent and Aral the surface water resources in the project area are dominated by the Syr Daria river, which flows in a NW direction draining inltothe Aral Sea. While this river is generally a long distance away from the alignment, the project foresees one new bridge near Kyzylorda as well as the rehabilitation of an existing one near Zhosaly. The drainage network is sparse in perennial natural streams and rivers, there are relatively few tributaries crossed by the alignments, which flow mostly in SW directions towards Syr Daria. In the southern part of Kyzylorda oblast artificial irrigation canals form the major features of the surface drainage network. North of Aral no more perennial natural streams and rivers are founcl and there are frequent basins and depressions without drainage, where water accumulates in the wet season (spring) and evaporates in summer. Groundwater resources along the alignment are usually shallow, near surface aquifers in loose sediments such as sand and gravel. Some aquifers are used for irrigation, hunian and animal consumption, but many are naturally highly saline or already negatively impacted by anthropogenic activities, such as irrigation and intense agriculture. Thus most near surface aquifers are highly mineralized and high in salinity, as well as being impacted by diffuse pollutants from agriculture. KZSWHWC~EARep~200902026~disclosure.doc Page i i ~ Rev A :12 1 December 2OOBFebruary 2009 Impacts: Section 5 of the Main Report deals with environmental impacts and corresponding mitigation measures. The environment along the alignment between Turkestan and the KyzylordaIAktobe Oblast border is not sensitive or particularly valuable in terms of biodiversity and ecological significance. Most of the land is arid steppe to semi-desert landscapes with few river crossings, limited wetlands (partly natural, partly irrigated lands) and no forests, sensitive natural habitats nor protected areas directly impacted by road construction. An initial review commissioned by the Government and complemented by this study suggests there are no known sites or structures of cultural significance affected by the planned civil works, although this will be further reviewed during the implementation. Of course there is always a possibility of archaeological "chance finds" during construction works, thus clear procedures will be established jointly with the EMPs for each individual lot. There are no protected areas directly impacted by the alignment, and only few sensitive natural habitats, rivers, wetlands, forests or protected areas might be indirectly affected. No protected or endangered species will be harmed. The bulk of required land (e.g. for widening the highway or for construction of bypasses, bridges and intersections) is Government owned and is currently unoccupied and not used for economic purposes. A detailed social analysis was conducted by a parallel study and abbreviated resettlement plans (ARPs) preparedfor those people affected by the project. The major part of construction works, except bypasses around settlements and Kyzylorda city, will remain confined within the existing right-of-way. Thus the Project's investments do not pose unprecedented or significant adverse impacts on the environment that cannot be mitigated. Several aspects of the project require enhanced attention: (i) segments of road widening from two to four lanes with potential sections of new alignments close to but outside the existing right-of-way, (ii) construction or rehabilitation of several large bridges, construction of bypasses and large intersections; (iii) potential for induced 1 indirect impacts such as the production and transport of road construction aggregates and asphalt. These identified environmental issues are concentrated around road sections between Shymkent and Kyzylorda, where most road widening and bridge (re)construction, as well as several bypass sections are planned. Another area of expected increased impacts is the bypass around Kyzylorda, where a new road corridor longer than 20 km will be constructed, as well as a new bridge over the Syr Darya River. At Kyzylorda the alignment will cross through wetland areas (however not formally protected)for several km, which will require enhanced organizational and constructive measures for minimizing local impacts. Mitigation Measures: Most impacts by the road rehabilitation and reconstruction project that cannot be completely avoided will be offset or mitigated with readily available environmental management measures which have been developed specifically for the road sector and implemented in many international roads projects. In the case of the road section between Shymkent and Turkestan, the key impacts are anticipated to include the conversion of land, impacts on soil and vegetation, emissions in the form of noise, dust and exhaust gases, associated impacts of borrow pits, construction of haulage roads, storage areas, and camps, temporary impacts from civil construction works, aggregate and asphalt plants, transport and limitations for road use. Measures to address these impacts are addressed in an environmental management plan (EMP, see section 7 of the Main Report) and monitoring plans (section 7 of the Main Report) KZSWHWC~EARep~200902026~d1sclosure.doc Page iv Rev A :12 1 December ZOO8February 2009 The design stage specific EMPs prepared for each road section will be updated as 1:he final designs are prepared by the supervision engineers for the construction bidding documents. The mitigation measures for the project are explained in sections 5.3, 5.4 and 7 of the Main Report, in particularly Table 7-2 (Category A EMP) and Table 7-4 (Category B EMP). Land acquisition and Resettlement: Most of the reconstructed road sections will follow the existing alignment, staying within long- established rights of way that have not been subject to encroachment. The exceptions are bypasses that will be constructed around populated areas. The planned by-passes will require land acquisition, although much of the land is government property. The feasibility study estimated that bypasses would require the demolition of 7 residences and 31 other structures in South Kazakhstan and Kzylorda Oblasts, as well as requiring over 3,000 ha for permanent use, mostly for bypasses and future intersections. Preliminary data from the detailed designs indicate that displacement will be greater than anticipated in the feasibility study, with 152 structures in South Kazakhstan Oblast and 17 structures in Kyzylorda Oblast earmarked for demolition. Most of these are reported to be non-residential structures. The total land for which owners and other users are to be compensated is approximately 360 ha in South Kazakhstan Oblast and 736 ha in Kyzylorda Oblast. Local governments generally have reserved land and the Land Code in Kazakhstan gives preference to land swapping and replacement of buildings, rather than cash compensation. Additional land will also be required for temporary use during construction. The feasibility study estimated that around 3,600 ha along the entire Corridor would be need for temporary use (staging areas, borrow pits, construction bypasses, and the like), for which private owners will be compensated and the land returned to its original condition after use. Illegal or temporary occupation or use of land along the roadway or within the right-of-way is uncommon and therefore the project will incur minimal removal of unauthorized structures from the right-of-way in carrying out the rehabilitation works, with compensation of temporary or illegal land users. Most of the land is reported to be on long term leases issued by the government. The Borrower prepared a Resettlement Policy Framework prior to Appraisal prloviding detailed information about procedures and standards set in Kazakhstan for the acquisitior~of private land and rights-of-way and identifies any additional provisions that will be undertaken to assure compliance with OP 4.12. In parallel to this environmental impact assessment, a Resettlement Action Plan (RAP) has been prepared by consultants hired by the Borrower. The RAP will also be developed and detailed as the design is finalized ahead of the bidding for construction contracts. Consultations: Up to this point two stages of public consultations were carried out in communities along the alignment. In October 2008 consultations on the general project concept as well as the TOR for the environmental and social assessments were carried out in Turkestan and Kyzylorda (detailed account in Annex 11). In January 2009 the draft EA report as well as the draft Abbreviated Resettlement Plans were presented in a series of consultations in about 10 communities along the alignment. Two of the consultations were observed by the Bank team and found to be open, transparent and effective in fostering free and unencumbered expression of opinion by the affected stakeholders. There were significant concerns raised about some of the design features (e.g. Temirlanovka Overpass) and many constructive proposals received from the local population om the presented KZSWHWC~EARep~200902026~disclosure.doc Page v Rev A :I2 1 December 2008February2009 design and its environmental and social performance. Such proposals included solutions for traffic safety (especially pedestrian safety), animal crossings, noise protection and community cohesion. The proceedings and results were summarized in a Consultation outcome report (see Annex 12), which is the basis for communicating required design changes from the C.ommittee for Roadsto the design engineers responsible for individual lots. Regarding the overpass in Temirlanovka village the Committee for Roads has been requested by the World Bank, that in view of the clear outcome of the consultations, alternative designs must be prepared that allow the alignment to bypass the city and avoid the construction of the overpass. Implementation Arrangements: This EA report has been developed in parallel to the stage of detailed engineering designs for the road corridor. However, the engineering design lagged behind the progress of the EA report and has not yet been finalized for all project components and sections. This EA report provides general coverage of the entire corridor and more detailed coverage of those segments for which detailed design has been completed or progressed to an advanced stage. Parts of the EA report thus are still generic and do not describe all environmental mitigation, management and monitoring measureswith implementation ready detail. However,the EA report does comprehensively address all required actions for environmental due diligence in the project and provides clear technical and procedural guidance on how to achieve good environmental practice and performance. This EA report provides a platform, on which subsequent detailed EMPs for the implementation phase (civil works) will be built. These will be contractually required to be produced by the Contractors for each individual lot and will be based on the detailed design which is currently inthe process of finalization. TORS for these lot-specific EMPs will be produced by the Borrower for all lots and will be approved by the World Bank. They will become part of the bidding package and every bidder will be required to include the elaboration and implementation of environmental management and monitoring activities into the implementation design and price quotation. The Loan Agreement will require the production of an EMP compliant with international good practice and acceptable to and approved by the World Bank will be a prerequisite to the commencementof job site installations, as well as all temporary and the main works. KZSWHWC~EARep~200902026~disclosure.doc Page vi Rev A :12 1December 2OOBFebruai-y 2009 Summary Table on Key Impacts and Mitigation Measures Road Ecosystem Type Selected Key Impacts Key Mitigatiori Measures** Section * 1 Land Use Shymkent to arid to temperate bypasses of Shymkent City and surface water prlotection and Turkestan climate; agriculture several villages (incl. pollution control for Arys River and horticulture, Temirlanovka), major bridge during bridge rehabilitation and I most densely rehabilitation and new bride over or construction populated Arys River, road widening from 2 to 4 lanes Turkestan to arid climate; steppe short bypasses of several protection and restoration of Kyzylorda vegetation, mixed villages, bypass of Turkestan irrigation infrastructure esp. at animal husbandry City, bypass of Kyzylorda City new bypasses, traffic safety and agriculture, including a new bridge over management system for population density Syrdaria River Turkestan bypass, surface water decreasing protection measures for Syrdaria river crossings at Kyzylorda, protection of wetland habitats in area of Kyzylorda City bypass Kyzylorda to arid climate; in short bypasses of several surface water protection and Aral South intensive villages, rehabilitation of one pollution control for Syrdaria irrigation agriculture bridge crossing of Syrdaria River during bridge rehabilitation mixed with sparse River near Jozhaly, control of land grazing ranges, very conversion and material saline soils, sourcing for bypasses sparsely populated Aral to Oblast very arid climate, Iroad rehabilitation on existing standard mitigation measures Border semi-desert, alignment only (no widening or only virtually bypasses) unpopulated, low intensity animal husbandry decreasing N-wards * See map next page "Standardmitigationmeasuresnotexplicitlymentionedare:(a)duringconstruction:minimization of land take, environmental due diligence during construction (dust and emission control, sol conservation, surface and groundwater protection), decommissioning, restoration I re-vegetation of construction sites, permitting and inspection of borrow areas, traffic safety; (b) during operation: drainage and runoff management (settlement and evaporation ponds), safe crossings for pedestrians and livestock, noise control through physical (barriers) and managerial means (speed control), road servicing including litter collection and removal. Details are in the ESlA report in sections 5.4 and 5.4. KZSWHWC~EARep~200902026~disclosure.doc Page vii Rev A :I2 1December 2OOBFebruary2009 CONTENTS 1. INTRODUCTION............................................................................................................. 1 1.1 Background............................................................................................................. 1 1.2 Introductionto the Project ....................................................................................... 2 1.3 Aims and objectives................................................................................................. 3 2. POLICY, LEGALAND REGULATORY FRAMEWORK.................................................. 4 2.1 Legalframework ...................................................................................................... 4 2.1.1 The EnvironmentalCode ..................................................................................... 4 2.1.2 InternationalCooperation and Treaties.............................................................. 9 2.1.3 Transport Law ..................................................................................................... 10 2.1.4 Air quality standards............................................................................................ 11 2.1.5 Water quality legislation and standards .............................................................. 14 2.1.6 Soil standards...................................................................................................... 18 2.1.7 Noise standards .................................................................................................. 19 2.1.8 Health and safety during construction and operation.......................................... 19 2.1.9 Archaeology and cultural heritage....................................................................... 21 2.2 Comparison of IVational environmental legislation and World Bank standards....22 3. PROJECT DESCRIPTION............................................................................................... 30 3.1 Introduction............................................................................................................30 3.1.1 Rehabilitation of existing road.............................................................................32 3.1.2 General highway upgrade...................................................................................32 3.1.3 Bypasses, major structures, intersections, river crossings and bridges .............32 3.2 Construction phase................................................................................................ 33 3.3 Operational phase ................................................................................................. 35 4. BASELINE DATA............................................................................................................. 36 4.1 Introduction............................................................................................................ 36 4.2 Air and Climate...................................................................................................... 36 4.2.1 Air quality............................................................................................................. 36 4.2.2 Weather and Climate....................................................................................... 36 4.3 Land ....................................................................................................................... 40 4.3.1 Topography and landscape................................................................................. 40 4.3.2 Geology and soils..................... .. ...................................................................... 41 KZSWHWC~EARep~200902026~disclosure.doc Page viii Rev A :I2 1 DecemberZOOBFebruary 2009 Noise ..................................................................................................................... 44 Hydrology and Hydrogeology................................................................................ 44 4.5.1 Kyzylorda Oblast ................................................................................................. 45 4.5.2 South Kazakhstan Oblast.................................................................................... 46 4.5.3 Groundwater........................................................................................................ 46 4.5.4 Key Hydrogeological Features with Project Relevance ...................................... 48 Ecology and biodiversity ........................................................................................ 49 4.6.1 Flora.................................................................................................................... 49 4.6.2 Fauna .................................................................................................................. 49 Archaeology and cultural heritage......................................................................... 54 4.7.1 World Heritage Sites ........................................................................................... 54 4.7.2 Sauran ................................................................................................................. 55 Natural hazards ..................................................................................................... 56 Land use................................................................................................................ 57 4.9.1 Introduction.......................................................................................................... 57 4.9.2 Settlements and Communities ............................................................................ 57 4.9.3 Industry................................................................................................................ 57 4.9.4 Agriculture ........................................................................................................... 57 4.9.5 Road side vendors ............................................................................................... 58 Road network and traffic ........................................................................................ 58 4.10.1 Road condition ..................................................................................................... 58 4.10.2 Traffic volumes .................................................................................................... 58 ENVIRONMENTAL IMPACTS AND MITIGATION .......................................................... 60 Background ...........................................................................................................60 Methodology.......................................................................................................... 63 5.2.1 Baseline Receptors ............................................................................................. 63 5.2.2 Project Environmental Aspects ....................................................................... 63 5.2.3 Consultations....................................................................................................... 65 Impacts and mitigation during Construction .......................................................... 65 5.3.1 Rehabilitation of existing road ............................................................................. 66 5.3.2 General highway upgrade ...................................................................................67 5.3.3 Bypasses............................................................................................................. 74 5.3.4 Major structures and Intersections................................................................. 76 - - - KZSWHWC-EARep_200902026-disclosure.doc Page ix Rev A :12 1 Dec:ember 2008February 2009 5.3.5 Major river crossings and bridges ....................................................................... 76 5.3.6 Impactsand mitigation analysis ...................................................................... 76 5.3.7 Category B .......................................................................................................... 88 Impactsduring Operation...................................................................................... 88 5.4.1 CategoryA .......................................................................................................... 88 5.4.2 Rehabilitationof existing road ............................................................................. 88 5.4.3 General highway upgrade................................................................................... 88 5.4.4 Bypasses............................................................................................................. 89 5.4.5 Major structures and intersections ...................................................................... 89 5.4.6 Major river crossings and bridges ....................................................................... 89 5.4.7 Category B .......................................................................................................... 94 AlVALYSlS OF ALTERNATIVES ..................................................................................... 95 Introduction............................................................................................................ 95 Without project....................................................................................................... 95 Bypasses............................................................................................................... 96 Temirlanovka Village ............................................................................................. 97 ENVIRONMENTAL MANAGEMENT PLANS .................................................................. 98 Introduction............................................................................................................ 98 Category A........................................................................................................... 100 Category B........................................................................................................... 119 REFERENCES............................................................................................................... 137 Tables TABLE 1-1 PROJECT LOTS............................................................................................................ 2 TABLE 2-1 LEGISLATION AND REGULATIONS GOVERNING THE EIA PROCESS AND ENVIRONMENTAL REVIEW ................................................................................. 8 TABLE 2-2 AIR QUALITY LEGISLATION...................................................................................... 11 TABLE 2-3 WATER QUALITY LEGISLATION............................................................................... 17 TABLE 2-4 COMPARISON OF KAZAKHSTAN EIA AND ENVIRONMENTAL LEGISLATION AND WORLD BANK STANDARDS.............................................24 TABLE 3-1 PROJECT OVERVIEW................................................................................................ 30 TABLE 3-2 OVERVIEW OF PROJECT AND ENVIRONMENTAL RISK ....................................... 34 TABLE 4-1 ESlA INFORMATION SOURCES................................................................................ 36 KZSWHWC-EARep-200902026-disclosure doc Page x Rev A :12 1 December 2008February2009 TABLE 4-2 AVERAGE MONTHLY AND ANNUAL INDICATORS OF THE TEMPERATURE CONDITIONS. OC ................................................................................................ 37 TABLE 4-3 AVERAGE MONTHLY AND ANNUAL INDICATORSOF HUMIDITY........................40 TABLE 5-1 ESlA PROCESSES CONDUCTED TO DATE ............................................................ 62 TABLE 5-2 ENVIRONMENTAL ASPECTS .................................................................................... 64 TABLE 5-3 RESULTS OF ARCHAEOLOGICAL EXPERTISE OBTAINED TO DATE .................. 70 TABLE 5-4 POTENTIAL IMPACTS DURING CONSTRUCTION .................................................. 77 TABLE 5-5 POTENTIAL IMPACTS DURING OPERATION .......................................................... 90 TABLE 7-1 MANAGEMENT PLANS .............................................................................................. 99 TABLE 7-2 CATEGORY A EMP .................................................................................................. I01 TABLE 7-3 ENVIRONMENTAL MONITORING PLAN CATEGORY A ........................................ 111 TABLE 7-4 CATEGORY B EMP .................................................................................................. 120 TABLE 7-5 ENVIRONMENTAL MONITORING PLAN CATEGORY B ........................................ 129 Figures in the report FIGURE 2-1 MINISTRY OF ENVIRONMENTAL PROTECTION STRUCTURE ...........................29 FIGURE 4-1 WIND ROSE SOUTH-KAZAKHSTAN REGION....................................................... 38 FIGURE 4-2 WIND ROSE KYZYLORDA REGION....................................................................... 39 FIGURE 4-3 NUMBER OF DAYS WITH DUST STORMS............................................................. 39 FIGURE 4-4 TYPES OF FAUNA.................................................................................................... 53 FIGURE 4-5 LOWER SECTION OF THE BIG SAURAN KARIZ. AERIAL PHOTO (2006)...........56 FIGURE 4-6 PLAN OF PROSPECTIVE SAURAN ARCHAEOLOGICAL RESERVATION AREA .................................................................................................................... 56 FIGURE 4-7 TRUCK TRAFFIC LEVELS ....................................................................................... 59 Appendices I I I I v (Appendix INumber 1 Description d 1 Project description App 1-1 Project description App 1-2 Work plan 1 ' App 1-3 Work plan 2 2 Route maps App 2-1 Overall route current state 1App 2-2-1 1 Situation Aralsk I I I I 2 App 2-2-2 Alignment 1240-1398 KZSWHWC~EARep~200902026~disclosure.doc Page xi Rev A :12 1 December 2008Feb~ary2009 ment 1807-18 App 2-7-9 Alignment 1917-1980 8 I App 2-8-1 Zhanakorgan bypass KZSWHWC~EARep~200902026~disclosure.doc Page xii Rev A :12 1 December 2008February 2009 Appendix Number Description App 2-8-2 Zhanakorgan bypass App 2-8-3 Zhanakorgan bypass v App 2-8-4 Zhanakorgan bypass App 2-9-1 Situation 2057-2135 1 I App 2-9-2 1 Alignment 2057-2135 3 I I App 2-9-3 Alignment 2057-2135 2 App 2-9-4 Alignment 2057-2135-3 App 2-9-5 Ikan-bypass-I App 2-9-6 Ikan-bypass 2 + I App 2-9-7 1 lkan bypass 3 I I 1 App 2-9-8 1 Intersection-2057-2 135 App 2-9-9 Intersection 2057-2135 2 4 App 2-9-10 Intersection 2057-2135 3 1 App 2-10-1 1 Temirlanovka I I I I -4 App 2-10-2 1 Aerial photo Temirlanovka App 2-10-3 Temirlanovka cross section 3 Land tenure App 3-1-1 Landuse plan 1240-1398 App 3-1-2 Landuse plan 1240-1398 2 ___I --- I 4, App 3-1-3 ( Landuse plan 1240-1398 3 I App 3-2-1 ( Zhanakorgan bypass --- + I I App 3-2-2 1Zhanakorgan bypass IApp 3-2-3 1Zhanakorgan bypass IApp 3-2-4 1Zhanakorgan bypass 7 1 I App 3-2-5 Zhanakorgan bypass Environmental App 4-1 Archaeological expertise Ecological expertise-I 240-1398 Scheme-I 398-1578 Plan-cemetries Leaend 1 App 4-4 Ecological expertise 1702 1807 KZSWHWC~EARep~200902026~disclosure.doc Page xiii Rev A :I21 December 2OOBFebruary2009 Agricultural zoning I App 5-12 Rare flora species App 5-13 Blanket of snow maps App 5-14 ProtectedAreas 6 Project lot details App 6-1 Project lot details km 1980-2057 km1980-2057 App 6-2-1 Volume of materials 1240-1398 App 6-2-2 Construction materials 1240-1398 7 Cross sections App 7-1-1 App 7-1-2 Cross-section 1240-1398 2 App 7-1-3 Cross-section 1240-1398 3 App 7-2-1 Situation-1 398-1578 App 7-2-2 Cross-section 1398-1578 App 7-2-3 Cross-section 1398-1578 2 App 7-2-4 Cross-section 1398-1578 3 App 7-2-5 Cross-section-I 398-1578-4 App 7-3-1 Cross-section-I 702-1807-1 KZSWHWC~EARep~200902026~d1sclosure.doc Page xlv Rev A :12 1 December2OOEFebruary2009 App 7-5-2 Cross section Kazniipi App 7-5-3 Bridge section App 7-5-4 Reserve section App 7-5-5 Reserve and drain cross section App 7-5-7 Zhanakorgan railway bridge App 7-6 Cross-section-2057-21 35 7 Environmental App 8-1 Archaeological information fieldwork App 8-2 Fieldwork sampling Record of public App 11-1 Public consultations consultations conducted by GeoDataPlus 1Phase 1 App 11-2 Record of Kyzylorda public consultations App 11-3 Record of Turkestan public consultations KZSWHWC~EARep~200902026~disclosure.doc Page xv Rev A :I2 1 December 2OOBFebruary 2009 Appendix Number Description App 11-4 Newspaperarticles Record of public App 12-1 Newspaperarticles consultations conducted by GeoDataPlus Phase 2 app 12-2 Public consultations-2 app 12-3 Record of Turkestan public consultations app 12-5 Record of Kyzylorda public consultations I app 12-6 1Record of Temirlanovka public consultations I I / app 12-7 1Record of Shieli public consultations Archaeological App 13-1 Relevantextracts from RoK Archaeological and cultural legislation heritage legislation KZSWHWC~EARep~200902026~disclosure.doc Page xvl Rev A :12 1 December 2008Februaly 2009 GLOSSARY ADB Asian Development Bank ARP Abbreviated Resettlement Plan CumlA Cumulative Impact Assessment DE Design Engineer E&S Environment and Social ESlA Environmental and Social Impact Assessment FS Feasibility Study H&S Health & Safety HGV Heavy goods vehicle MEP Ministry of Environmental Protection MOTC Ministry of Transport and Communication RAP Resettlement Action Plan PAP Project Affected Person PPE Personal Protective Equipment RC Roads Committee (of MOTC) STI Sexually transmitted infection WB World Bank KZSWHWC~EARep~200902026~disclosure.doc Page xvii Rev A :12 1 Dec:ember2008Febmary 2009 INTRODUCTION 1.1 Background The geographic location and characteristicsof Kazakhstan requires efficient and safe transport systems as a priority for development of the economy and for national cohesion. Kazakhstanhas substantial transit potential and, in accordancewith Transport Strategy 3, the Government plans to improve transit corridors for trade with China, Russia and Europe, which are Kazakhstan's main trading partners in non-oil export sectors. Road conditions have substantially deteriorated since independence primarily due to underinvestment, resulting in a large backlog of required major rehabilitationand reconstruction. In addition, improving the efficiency of transit through Kazakhstan would require the removal of non- physical barriers at the borders and along the transit corridors, improving managementof road safety, and adequate provision and maintenanceof road infrastructure. In order to achieve the goals defined in the Transport Strategy, the Government now proposes a program of major rehabilitation and upgrading of the entire South West Corridor, spanning from the border with China (at Khorgos) through Almaty, Shymkent, and Aktobe, to the border with Russia (at Srym), The first 220km section on the North (in Aktobe Oblast) is being financed from the national Budget. The World Bank has been requested to co-finance the section from Shymkent to Aktobe-Kyzylorda Oblast border (total length 1,035 km). The Asian Development Bank (ADB), the European Bank for Reconstruction and Development(EBRD), the Islamic Development Bank (IsDB) and the Japanese Bank for InternationalCooperation (JBIC) have also been invited to co- finance sections of the South West Corridor. The Government has also requested the Bank to coordinate the proposed investment required for the whole South West Corridor. The Government of Kazakhstan requested one single Specific Investment Loan ("SIL") encompassing the entire length of the road corridor between Shymkent and the border between Aktobe and Kyzylorda Oblasts (1,035 km). This alignment contains several sections with potentially significant and large scale environmental impacts and if considered separately, in accordancewith World Bank policy on Environmental Assessment (EA, OP 4.01) would be classified as Category A. Potentialenvironmental impacts of the remaining sections are moderate, of limited duration and extent, and if considered separately, in accordance with World Bank policy on EA would be classified as Category B. However, the overall project must be classified as safeguards CategoryA according to OP 4.01. To achieve maximum time efficiency in meeting the requirements of OP 4.01 the corridor section to be financed by the World Bank was subdivided into 2 parts: Part 1 would be those road sections which would be assigned Category B under the World Bank EA policy and Part 2 road sections which would be assigned Category A under the World Bank EA policy. This approach was developed in cooperation with the World Banks Regional Safeguards Coordinator (RSC). Part 1 of the investment project will encompass (i) the rehabilitation and reconstruction of the existing road between the city of Kyzylorda and the border between Kyzylorda Oblast and Aktobe Oblast (about 564 km), with exception of the Kyzylorda bypass (ca. 20 km). This part of the project will include 6 road sections where new bypasses are planned with total length of about 72 km. This entire section has been classified as environmental Category B. The planned bypass around the city of Kyzylorda is not included in this project phase but will be part of Part 2, as it has been determined to fall into Category A due to its scale and complexity. KZSWHWC~EARep~200902026~disclosure.doc Page 1 Rev A :12 1 December 2008February 2009 Part 2 will be developed in parallel with the first phase for the road section between the cities of Shymkent and Kyzylorda (approximately 461 km), as well as the city bypass for Kyirylorda(about 20 km). This section has been classified environmental Category "A, as most of the alignment entails widening of the road from a two lane cross section to four lanes, and the construction of several large bypasses and structures such as flyovers and bridges. Part 1 environmental and social safeguards studies have priority as the construction activities in this sector are planned for 2009, while works in Part 2 sectors will start only in 2010. However,the Consultant must submit both environmental and social reports in time to present the project to the World Bank's board of directors in MarchIApril 2009. The Government of Kazakhstan is attempting to follow international good practice for environmental and social aspects of road design, construction and operation and contracted Almaty based Consultant, KazDorProekt (KDP) to prepare a feasibility study and a preliminary environmental assessment corresponding to the first two of the four-phase environn~ental assessment process prescribed by the Kazakh regulations. However, KDP has very limited experience in preparing safeguard documentation in accordancewith international standards and a review of this material by the World Bank revealed some significant shortcomings. GeoDataPlus (GD) were subsequently commissioned to undertake an ESlA that meetsWorld Barik procedures. 1.2 Introduction to the Project This report covers the area between the cities of Shymkent and the border between Kyzylorda Oblast and Aktobe Oblast. It focuses on the section between Shymkent and Kyzylorda (approximately 461 km), as well as the city bypass for Kyzylorda (about 20 km), as this has been classified as category 'A' under World Bank criteria. For this section most of the alignment entails widening of the road from a two lane cross section to four lanes, and the construction of several large bypasses and structures such as flyovers and bridges. The remaining section of the project from Kyzylorda bypass to the border between Kyzylorda Oblast and Aktobe Oblast has been classified as Category 'B' for which this report presents an Environmental Management Plan (EMP), which is the primary requirement for such projects in accordancewith WB procedures. The overall Project financed by World Bank sees the highway divided into 12 lots (sections) with 11 design engineers (DEs) conducting the conceptual or outline design for the upgrade works, as shown below. Table 1-1 Project lots Region Lot Category Length of Name of designer engineer of road lot (km) Kyzylorda 1240-1398 km II 158 Kustanaydorproject Project Institute LLC 1398-1578 km II 180 Kazniipidortrans LILC 1578-1702 km II 124 Kazdornii JSC 1702-1807 km II 105 Engineering Centre Astana LLC KZSWHWC~EARep~200902026~disclosure.doc Page 2 Rev A :12 1 December 2008Feb~ary2009 Region Lot Category Length of Name of designer engineer of road lot (km) 1807-1837 km Institute Geoproject JSC 1837-1917 km I 80 KazdorniiJSC 1917-1980 km Kazdorproject LLC 1980-2057 km I 77 Kazniipi Dortrans LLC Total length 817 South- 2057-2135 km I 82 Shymkent Kazdorproject LLC Kazakhstan 2135-2231 km I 96 Institute Geoproject JSC 2231-2260 km I 29 Kazakhstan Zholdary JSC 2231-674 km (M39) I 38 KazakhstanZholdary JSC Total length 245 Overall total 1062 It is anticipated that the current DEswill complete their assignments, leading onto the next phase of Project design, the appointment of an international Project Management Consultancy (PMC) by the Ministry of Transport & CommunicationlRoads Committee (MOTCIRC). The PMC will assist the RC and be assigned responsibilityfor the preparation of tender documents to select the Contractors who will undertake detailed design of the road and carry out the construction works. 1.3 Aims and objectives Following on from the work of KazDorProekt (KDP) another environmental consultancy, GeoDataPlus (GD), was commissioned in August 2008 to address the gaps in environmental due diligence planning and documentation and produce an ESlA acceptable to the World Bank. This Environmental & Social Impact Assessment of the 'Reconstruction of the InternationalCorridor West Europe -West China', section Shymkent to the border of Aktobe oblast, has been carried out by GeoDataPlus Ltd., which possesses the right to conduct ElAs for all types of design (planning) activities, reconstruction and new construction works; the License No 00039P of April 29, 2004 was issued by the Ministry of Environment Protection and re-issued under registration ND01193P (0042262) on January 30,2008. The ESlA and this report was based on information supplied to GD up to the Ilth February 2009. This report focuses on the Environmental impacts and their mitigation and has been compiled in parallel to the social aspects, which are to be presented as a Social ImpactAssessment, which will be presented alongside this EIA to form a final ESlA report. The SIA includes details of the impact on the people and society and in particular the resettlement aspects covering land acquisition, which are managed through a Resettlement Action Plan (and precursor Resettlement Policy Framework). Page 3 Rev A :12 1 December2008February2009 POLICY, LEGAL AND REGULATORY FRAMEWORK 2.1 Legal framework Environmental protection is administered in Kazakhstan by the Ministry of Environmental Protection (MEP). The Environmental Code was adopted in January 9, 2007 and is the basic legislative framework for environmental protection activity. Three main laws (the Law on Environmental Protection, the Law on EcologicalExpertise and the Law on Air Protection) were abrogated subsequent to their integration into the Environmental Code. Moreover, some 80 normative legal acts were abrogated after the adoption of the Environmental Code. 2.1.1 The Environmental Code Overall content The development of a code on the environment by the end of 2006 was requested by the President of Kazakhstan only at the beginning of March 2006. Despite this tight time frame, thle Environmental Code was adopted in January 2007. Comments were invited from internationaland national experts as well from international organizations. The public was consulted through two public hearings. The main goal was to harmonize current environmental legislation with advanced international standards, thereby allowing transition to new standards and improving the system of State control. Permitting and multimedia permitting The permitting system is a component of the Environmental Code. The main change is that permits are now valid for three years rather than only one year as was the case before the Code entered into force. There are four different categories of activities that are subject to permitting. Their categorization follows the sanitary classification of industrial activities established by the Ministryof Health Care under the 2005 ministerial order "on sanitary-and-epidemiologicalrules and norms", 'Sanitary-and-epidemiological requirement activities falling under danger classes 1and 2, and also investigation and extraction of minerals, except for common minerals. Activities of danger class 3, extraction of common minerals, all kinds of forest activities and special water use fall under category II. Category Ill covers activities of danger class 4. Danger class 5 and use (offauna, except for amateur (sports) fishery and hunting, fall under category IV. The MEP delivers permits for category I. Permits for the other three categories are issued by local government. Since 2002, single-medium permits have been replaced by multi-media permits. Environmental Impact Assessment and Ecological Expertise Before 2006, the provisions for environmental impact assessment (EIA), public Ecological Expertise (PEE) and State Ecological Expertise (SEE) were stipulated in the Law on Ecological Expertise. The corresponding provisions are now integrated in the Environmental Code. The normative base of EIA development is "Instruction on conducting environmental impact assessment of planned economic activity when developing pre-planning, planning, initial project and project documentation, approved by the Order of the Minister of MEP, 28 June 2007, No. 207- p". KZSWHWC~EARep~200902026~disclosure.doc Page 4 Rev A :12 1Dec~ember2OOBFebruary 2009 According to the instructionthere are four stages: 1) Review of EnvironmentalConditions; 2) Preliminary EIA; 3) EIA; 4) Section "Environmental Protection" The First stage of EIA "Review of Environment Conditions" includes general characteristic of natural and socio-economicenvironment of the area of planned activity, analysis of main trends of practical use of the territory and defining of principal positions of EIA. This stage of EIA is based on the feasibility study, available materials, other special literature, project description etc. The Second stage of EIA "Preliminary EIA - potential possible changes of components of natural and socio-economic environment and its impacts are defined. All materials supporting decision-making on regulatory requirements (EIA study and statement, minutes of public hearings, permit applications and other supporting documents) must be reviewed by competent environmental authorities within a procedure known as "ecological expertise". Ecological expertise (EE) is conducted by The Departmentof Natural Resources and Environmental Managementstaff for category I enterprises, by TEPOs for categories II and Ill, and -since2007-bylocaladministration(TerritorialDepartmentofEnvironment)forcategoryIV enterprises. Recourse to external experts can be made but they only have a consultative role. Services provided by these experts are paid by project developers; the so-called public expertise may be conducted by independent experts. However,the final documents (expert opinions and permits) are not available to the general public and, sometimes, not even to field inspectors. According to Article 36 of the Environmental Code "Development of Environmental Impact, assessment is obligatory for all types of activities that can have a direct or indirect impact on the environment or health of the people". The procedure on public hearings is regulated by the 2007 ministerial order on Rules for carrying out of public hearings. EIA and SEE are two interconnected procedures. The developer has to conduct an EIA, which is carried out by accredited private companies, and is in charge of preparing the EIA documentation. The EIA procedure is a two-phase process: the proper EIA and then the SEE. Once the EIA is approved, the developer should apply to the SEE. The competent authority checks the documents' quality, prepares its own evaluation and returns both to the developer. The evaluation takes into account the opinions and views expressed by the public and other authorities which have participated in the process. The EIA procedure is performed before the permitting procedure and the developer has to attach the EIA report and the competent authority's statement together with the permit application. EIA procedure lasts about two months and SEE up to three months. A post-project analysis by the authorities is mandatory and carried out after one year. It is forbidden to implement projectsfor economic and other activities or to finance it by banks and other financial institutions without a positive resolution of the state ecological examination. The positive conclusion of state ecological expertise given to the project is generally valid for five years from the date of its issuance. Strategic environment assessment (SEA) is not explicitly mentioned in the EnvironmentalCode. However, provisions in the Environmental Code (Article 47(2)) require that all governmental documents (draft laws, concepts, strategies, programmes and action plans) have to be submitted to the SEE procedure before adoption. KZSWHWC~EARep~200902026~disclosure.doc Page 5 Rev A :12 1 December 2OOBFebruary2009 Procedures for EIA and ecological expertise are mandated in the Environmental Code and two complementary regulations, approved by the MEP on 28 June 2007. The procedure consists of several stages involving the regulated community, regulators, consulting companies and the general public. EIA serves both physical planningand environmental projects, but lacks an explicit screening phase. In the case of green-field projects (i.e. new facilities), environmental authorities must be consulted on land allocation despite the fact that allocation as such is done by akimats (subnational administration). At this stage, project developers are obliged to assess baseline environmental conditions and to present this study, together with the Declaration of Intent,for ecological expertise. The Declaration should be discussed with the general public in hearings organized to this purpose. If environmental expert evaluation is positive, land may be allocated to the project developer. A "preliminary" EIA is required at the feasibility study stage, when technological solutions are assessed. For a large-scale project, field prospecting should be conducted at this stage. Impacts should be estimated but precise emission calculations are not expected. 'The feasibility study, including all environment related documentation, is then presented for EE. This EE is carried out by MEP staff at the national or local level, depending on the importance of the project. An approved "preliminary" EIA is a prerequisite to receive a loan for implementing the project. The next stage implies a "full-fledged" EIA. At this stage, very detailed information is required, including calculations of emission limit values (ELVs), an emergency preparedness plan, monitoring programmes for all media, etc. Again, this documentation must be presented for review by authorities. If design documentation undergoes any changes at a later stage (e.g. adjustments in the technology), the developer is required to adjust the EIA materials accordingly. Such adjustments require review by authorities as well. Finally, a "post-construction" EIA must be carried out for large projects with capital investmentsof over $50 million one year after the activity starts. This is done to confirm the environ~mentalsafety of the economic activity and to correct the plan of environmental protection measures. A recent legal requirement is the obligation to conduct EIA for existing facilities, in p'articularones built during Soviet times without adequate environmental inspection. It is not clear how this new instrument differs from environmental audits. Both industry and NGOs consider that its introduction will increases administrative burden without offering clear environmental benefits. Public hearings are required at all stages of EIA. In 2006, the total number of such hearings reached 95,073 cases (more than 50% of all EIA material) as compared to just 3,683 hearings in 2000. Minutes from these hearings are part of the EIA documentation. Although the public hearings' conduct and quality may not yet correspond to good international practice as promoted by international protocol (e.g. Aarhus convention) their wide application helps to advance the principle of public participation in Kazakhstan and to take root not only in procedural guidance but in real practice. Project developers typically contract the preparation of EIA materials to specialized companies which must be certified by DPIMR. Certification, however, is not a guarantee of quality: some 10- 15 per cent of EIA materials are declined by the authorities due to poor quality. Annual reporting on their activities is required from the companies certified to develclp EIA materials. The aim and value of this reporting is unclear as it does not affect in any vvay the operations of these companies. Even when the EIA materials prepared by the company are KZSWHWC~EARep~200902026~disclosure.doc Page 6 Rev A :I 2 1 December 2OOBFebruary2009 systematically deficient, this does not mean that the enterprise's DPlMR certificate is withdrawn. Authorities have two weeks to review the documentation,and then three to six (in exceptional cases) months to carry out the EE. Theoretically, the whole procedure can take over two years (it should be noted that this does not include the permitting phase, which adds another two to three months). In practice, decisions are made within one month of receipt of the complete set of the EIA materials. Because of increasing numbers of reviews, and therefore the increased administrative burden, there is a real danger that such theoretical estimates will become common practice, particularly in the regionswith the highest workload (i.e. Aktyubinsk, Karaganda, Pavlodar and North Kazakhstan oblasts). Moreover, this increased workload for regulators also impacts the quality of expert reviews: most are rather general and poorly enforceable. Pub/ic Eco/ogica/ Experfise Public ecological expertise (PEE) could be considered as equivalent to SEE, but with fewer requirements. PEE is financed by private means, ie the developer and the outcome findings are added.to the EIA and SEE documentation, given back to the developer, and registered at the local agency to which the PEE is submitted. It is rather difficult to evaluate the impact of PEE so far, since it is a very new instrument and only two PEE were carried out in the period 2003-2007. The environmental audit is regulated by the Environmental Code. The audit is mandatory when an enterprisellegal person significantly damages the environment; when an enterprise is reorganized by merging, dividing or re-allocating activities; and when an enterprise goes on bankruptcy. Voluntary audits have to follow the same procedure as mandatory environmental audits. Audits are financed by the corresponding enterprises. /nfegrafedpermiffing The Environmental Code has also introduced integrated permitting, similar to the European Union Integrated Pollution Prevention and Control (IPPC). But only one article in the Environmental Code relates to integrated permitting. Implementation requires changing the actual institutional framework and developing regulations. To this end, the Government, through the Ministry of EconomicAffairs and Budgetary Planning, is working on an institutional reform that would allow the MEP to carry out the implementation of integrated permitting. The MEP is in the process of drafting and adopting appropriate regulations. Licensing The 2007 Law on Licensing introduced some important changes. First, there was a reduction of the list of activities for which a licence is compulsory before starting operations; and second, instead of involving different State bodies as previously, only one State body is in charge of issuing a licence. Moreover, the time frame to get a licence has been reduced to one month for large enterprises,and less than 10 days for small businesses. Other legislation has been aggregated into specific codes (see Annex IV). The Forest Code,the Land Code and the Water Code were adopted in 2003. The Forest Code regulates the use, protection and conservation of forests as well as forest restoration. Specific issues related to the KZSWHWC~EARep~200902026~isclosure.doc Page 7 Rev A :12 1 December 2008February 2009 protectionand conservation of forests, are regulated in by-laws: for instance, the 2002 governmentalresolution on Measures of Haloxylon ammodendron tree conservation, the 2002 government resolution on Rules for compensation of damage to forestry and the 2001 government resolution on damage caused by illegal collection, logging, damage or destruction of plants in the Red Book, and the decision on Rules of forest fire safety. In 2004, the Parliamentadopted a new version of the Forest Code. Table 2-1 Legislationand regulationsgoverningthe EIA processand environmentalreview Name of Legislation Date and Number of Methodology for Determining Emissions Standards to the Approved by the Order of the Minister of Environment MEP, 21 May 2007, No. 158.-p". "lnstruction on Conducting Environmental lmpact Assessment Approved by the Order of the Minister of of Planned EconomicActivity when Developing Preplanning, MEP, 28 June 2007, No. 204l-p". Planning, Initial projectand Project documentation, The Amendments to the Order of the Ministerof Environment Approved by the Order of Protection of Republicof Kazakhstan on Approval of MEP, 20 March 2008, No. 62-p". "lnstruction on Conducting Environmental Impact Assessment of Planned Economic Activity when DevelopingPre-planning, Planning, Initial project and Project documentation" Regulations on Conducting State Ecological Expertise. Approved by the Order of the Minister of MEP, 28 June 2007, No. 20'7-p". The Amendments to the Order of the Minister of Environment Approved by the Order Protection of Republicof Kazakhstan on Approval of MEP, 9 October 2007, No. 2!36-p". Regulationson Conducting State Ecological Expertise Rules for Conducting Public Hearings Approved by the Order of the Minister of MEP, 7 May 2007, No. lnstructions for Qualifying Requirements to LicensedActivity Approved by the Order of the! Minister of on Environmental Design, Regulation and Developmentof MEP, 21 October 2003, No. 239-p". Environmental lmpact Assessment Methodological Guidelinesto the Licensed Activity on Approved by the Order of the Minister of Environmental Design, Regulation and Developmentof MEP, 10 February2005, No. 51-p". Environmental lmpact Assessment 1 Final Environmental Supervision Experts Opinionon Definite Approved by the Order of the Minister of Types of LicensedWorks and Services MEP, 1 July 2004, No. 192-p". lnstructions on Negotiation and Permissions to Special Water Joint order of the Minister of Iiealth of the Use in the Republic of Kazakhstan Republicof Kazakhstandated 24 November 2004 Nn 824, Ministerof Environmentof the Republicof Kazakhstanof 1 December2004 number 309-p, Acting Chairrr~anof the Committeeon Water Resources,Ministryof Agriculture of the Republic of Kazakhstan dated 11 November 2004 nurnber 236-S, Chairmanof the Committee of Geologyand Mining Ministry of Energy and Mineral Resourcesof the Republic of Kazakhstan on 2 December2004 number 161-p. KZSWHWC~EARep~200902026~disclosure.doc Page 8 Rev A :12 1 December 2008February 2009 Joined by the Ministryof Justice of the Republic of Kazakhstan 13December,2004 N 3263 The Rules for Licensing and QualificationRequirementsto Approved by the Order of the Government of Work Implementationand Deliveryof Services in the Field of Republic of Kazakhstan, 5 June 2007, No. Environmental Protection 457-p". Environmental Code of the Republic of Kazakhstan 9 January 2007, No. 212-p". Additions to Some LegislativeActs of Kazakhstanon Environmental Issues)) Law of the Republic of Kazakhstan {{OnRatificationof the 20 March2007, No. 239-p". RotterdamConventionon the Prior InformedConsent Procedurefor Certain HazardousChemicals and Pesticidesin lnternationalTrade)) Law of the Republic of Kazakhstan ((OnRatificationof the 7 June 2007, No. 259-p". Stockholm Conventionon PersistentOrganic Pollutantsa The Conceptof Transitionto SustainableDevelopmentfor The Order of the President of RK, 14 2007-2009 (Action Plan) November2006, No. 216-p". The Conceptof Environmental Security of The Order of the President of RK,3 the Republicof Kazakhstanfor 2004-2015 December2003, No. 1241 2.1.2 lnternational Cooperation and Treaties The Republic of Kazakhstan has ratified 18 international agreements in the area of protecting the environment and the use of natural resources. The Convention of the World Meteorological Organization (1993). The lnternational Convention on Civil Liability for Damages from Oil Pollution (1994). The Convention on the Safety of Organisms in the Sea (1994). The Convention on Bio-Diversity (1994). The Convention on Protecting World Culture and Natural Legacy (1994). The UN Framework Convention on Climate Change (1995). The UN Convention on Desertification (1997). The Vienna Convention on Protecting the Ozone Layer (1997). The Montreal Convention on Substances Destroying the Ozone Layer (1997). The London Protocol to the Montreal Convention on Substances Destroying the Ozone Layer (2001) The Agreement to the Energy Charter and the Protocol to the Energy Charter on Issues Concerning Energy Effectiveness and the Corresponding Ecological Aspects (1995). The Convention on lnternatjonal Trade in Types of Endangered Wild Flora and Fauna (1999) The Convention on Prohibiting the Military and Other Harmful Use of Stimulants on the Environment ( I995). The Convention on Access to Information, Participation of the Public in Adopting Decisions and Access to Justice on lssues Concerning the Environment (2000). The Convention on Evaluating the Effect on the Environment in the Trans-Boundary Context (2000). The Convention on the Trans-Boundary Effect Industrial Accidents (2000). The Convention on Protecting and Using Trans-Boundary Waterways and lnternational Lakes (2000). KZSWHWC~EARep~200902026~disclosure.doc Page 9 Rev A :12 1 December 2008February2009 The Convention on Trans-Boundary Air Pollution at Long Distances (2000). Kazakhstan is a party to 24 multilateral environmental agreements (MEAs), 12 of which it has ratified since the first EPR. In 2006, Kazakhstan adopted the Concept of transition of the Republic of Kazakhstan to sustainable development for the period 2007-2024 (CTSD), which has the potential to facilitate changes in the economy and society towards higher sustainability. In compliancewith its obligations under MEAs, Kazakhstan has been developing action plans and practical measures for implementation in cooperationwith international organizations such as UNECE, UNEP, GEF, the EU and the World Bank, as well as with a number of donor countries. Kazakhstan became the 154'h Contracting party to the Ramsar Convention and the Convention entered into force for Kazakhstan on 2 May 2007. The Ramsar Information Sheet indicates one major site; Korgalzhyn and Tengiz Lakes are representative examples of a shallow lake system with a mix of fresh, salty and brackish water bodies characteristicfor the North of Kazakhstan, situated in a steppe landscape. There are no sites of such importancewithin the corridor of the highway under consideration. 2.1.3 Transport Law The Law of the Republic of Kazakhstan 'On the road' dated 17 July 2001 laid the basic legal, economic and organizational principles of governance roads in the Republic of Kazakhstan and set their order. According to the Law 'On the road', the road is complex of engineering structures for car traffic, providing uninterrupted and safe movement of cars and other vehicles with the speeds, pressures, dimensions, as well as plots of land provided for the allocation of the complex (transport land), and the airspace above them in the area of the overall dimensions. For the construction and maintenance of roads of common use, land users are provided with the land for a right of way on the basis of established norms, depending on the roads category and under the project documents. Lands for the public roads, including roads or their sections transmitted by the concession, are allocated to traffic authorities for the permanent or temporary use, in the manner prescribed by the laws of the Republic of Kazakhstan. The size of the right of way for projected roads for common use is set depending on the category under the rules of allotment of land for roads of public use, namely: for roads of I technical categories - 35 meters from the roads axis, for roads of II technical categories - 20 meters, for roads of Ill technical categories - 15 meters, for roads of IV technical categories - 13 meters, for roads of V technical categories - 12 meters. Road's right of way lands are in the possession and use of road authorities or concessionaires,and are intended only for the development, improvement of roads and the siting of road services. In the right of way of roads of common use it is forbidden to carry out any kind of works or to place any buildings without the permission of the appropriate authorities. Right of way of roads of international, republican, regional and district values are not used by traffic authorities or the concessionaire may be granted a temporary short-term land use by public authorities for road and local executive bodies within their competence on a contractual basisto individuals and legal entities for siting adveriising and services on conditions for reducing capacity of the road for safety vehicles and environmental protection. The development of project documentation for the construction of new and reconstruction of existing roads carried out in accordance with the Law ((Onthe road))and the legal and technical documentation used in the design and construction of roads. The developed project documentation is adjusted and checked for compliance with all rules and KZSWHWC~EARep~200902026~disclosure.doc Page 10 Rev A :12 1 December 2008Februa1y2009 requirements in the construction and design of roads with executive bodies in the roads and state construction committee. Article 2, Paragraph 2 of the Law ((Onthe road))states that if international treaties ratified by the Republic of Kazakhstanestablishes other rules than those established by this Act the rules of the international treaties shall apply. 2.1.4 Air quality standards The standards for air quality establish the permissible limit of the content of harmful substances both in the production area and in the residential zone of the populated localities. The main terms and definitions related with the atmospheric air contamination, monitoring programs, behaviour of pollutants in the atmospheric air are determined by the GOST 17.2.1.03-84; Environmental Protection,Atmospheric Air' Terms and Definitionsfor Contamination Control. For comparative evaluation of the atmospheric air contamination the approach uses various indices which take into account the presence of several pollutants. The most widely applicable index is the integrated atmosphere impurity index. The regulatory document containing the information on the MAC of the harmful substances in the atmospheric air is the "Sanitary and Epidemiological Requirementsfor the Atmospheric Air Quality" approved by the Order of the Ministry of Health of the RoK Nn 629 dd 18.08.2004. The emission of the hazardous substances (pollutants) in the atmospheric air by the stationary source is allowed only on the basis of the permit issued by the authorized state body in the field of atmospheric air protection or its territorial subdivisions in the manner established by the Government of the Republic of Kazakhstan. The procedure of issue of the atmospheric air pollution permits during operation of the motor vehicles or other transport facilities is defined by the Government of the Republic of Kazakhstan. In case of absence of atmospheric air pollution permits and permits to harmful physical effects on the atmospheric air as well as at violation of the conditions stipulated by such permits the activity of the individual and legal persons causing the atmospheric air pollution and harmful physical effects on the atmospheric air can be prohibited or suspended in the procedure determined by the'legal acts of the Republic of Kazakhstan. The legislative and regulatory and procedural documents in the field of the atmospheric air protection are listed below: Table 2-2 Air quality legislation Instruction on Agreement and Approval of the Design The Order of the Ministry for Environmental Standards of the Maximum Permissible Emissions (MPE) Protection of the RoK No 61-n dd 24.02.2004. and Maximum Permissible Discharges (MPD). Collected Book of Methods for Calculation of the The Order of the Ministry of Ecology and Atmospheric Air Pollution by Different Types of Production Bioresources dd 01.12.96. Included in the List of the current regulatory legal acts in the field of the environmentai protection, the Order of the Ministry for Environmental Protection Ng324-n dd October KZSWHWC~EARep~200902026~disclosure.doc Page 11 Rev A :12 1 December 2008February2009 The inventory Rules for Emissions of the Hazardous The Order of the Ministry for E:nvironmental Substances (Pollutants), harmful Physical Effects on the Protection of the RoK NP 217-11dd August 4, Atmospheric Air and Their Sources 2005. The Procedure of Calculation of the Hazardous Substances The Order of the Ministry of Ecology and Concentrations Containing in the Atmospheric Discharges of Bioresources dd 01.08.1997. the Enterprises. lncludedin the List of the current regulatory Guiding normative document 211. 2.01.01-97 legalacts in the field of the environmental protection, the Order of the Mi,nistryfor EnvironmentalProtection Ne324-ndd October 27, 2006. The Procedure of Calculation of the Hazardous Substances Approved by the Order of Minister of the Concentrations Containing in the Atmospheric Discharges of Environmental Protection No-100-ndd April 18, the Enterprises. 2008 Recommendations on Execution and Content of the Design The Orders of the Minister of EIcology and Standards of the Maximum Permissible Emissions (MPE) in Bioresources of the RoK dd August 1, 1997 and the Atmospheric Air made by the Enterprises of the Republic Order of the Ministry of natural resources and of Kazakhstan. environmental protection of tht?RoK Nn156 dd 06.07.2001. Guiding normative document 211.02.02-97. I I lncludedin the List of the currc?ntregulatory I /legalacts in the field of the en~~ironmental Iprotection, the Order of the Ministry for EnvironmentalProtection Ne324-ndd October 27, 2006. The Guidelines for Calculation of the Atmospheric Air l ~ h Orders of the Ministry of natural resources e Pollutions Caused by the Building Industry Enterprises. and environmental protection of the RoK dd July Enterprises of the Aggregates and Porous Aggregates. 21, 1992 and Order No156 dd 06.07.2001. lncludedin the List of the current regulatory legalacts in the fieldof the environmental protection, the Order of the Mi~~istryfor EnvironmentalProtection Ne324-n dd October 27; 2006. Instruction on the Normalizationof the Emission of The Order of the Ministry of natural resources Contaminants into the Atmosphere of the Republic of and environmental protection of the RoK No Kazakhstan 516-fl dd 21.12.00. Includedin the List of the current regulatory legalacts in the field of the en~ironmental I Iprotection, the Order of the Ministry for I EnvironmentalProtection Ne324-n dd October 27, 2006. KZSWHWC~EARep~200902026~disclosure.doc Page 12 Rev A :121 December2008February2009 The Procedure of Calculation of Discharge (Emissions)of The Order of the Ministry for Environmental Contaminants into the Atmosphere During Production of Protection of the RoK Ne328-n dd December 20, Galvanic Metal Coatings (based on values of the specific 2004 emissions) lncluded in the List of the current regulatory Guiding normative document 211.2.02.07-2004 legal acts in the field of the environmental protection, the Order of the Ministry for Environmental Protection N~324-ndd October 27, 2006. The Procedure of Calculation of Discharge (Emissions)of The Order of the Ministry for Environmental Contaminants into the Atmosphere During Coating of the Protection of the RoK Ne328-n dd December 20, Paint Materials (based on values of the specific emissions) 2004 Guiding normative document 211.2.025.05-2004 Included in the List of the current regulatory legal acts in the field of the environmental protection, the Order of the Ministry for Environmental Protection Nc324-n dd October 27, 2006. The Calculation Procedure of Motor Vehicles Emissions for The Order of the Ministry for Environmental Carrying Out of the Summary Calculations of Atmospheric Protection of the RoK No328-n dd December 20, Pollution 2004 Guiding normative document 211.2.02.11-2004 Included in the List of the current regulatory legal acts in the field of the environmental protection, the Order of the Ministry for .Environmental Protectioh Nc324-n dd October 27, 2006. The Procedure of Calculation of Discharge (Emissions)of The Order of the Ministry for Environmental Contaminants into the Atmosphere During the Welding Protection of the RoK No328-n dd December 20, Works (based on values of the specific emissions) 2004. Guiding normative document 211.2.02.03-2004 Included in the List of the current regulatory legal acts in the field of the environmental protection, the Order of the Ministry for Environmental Protection Nc324-n dd October 27, 2006. The Procedure of Calculation of Discharge (Emissions)of The Order of the Ministry for Environmental Contaminants into the Atmosphere Made by the Stationery Protection of the RoK No328-n dd December 20, D~eselPlants 2004. Guiding normative document 211.2.02.04-2004 Included in the List of the current regulatory legal acts in the field of the environmental protection, the Order of the Ministry for Environmental Protection Nc324-n dd October 27, 2006. The Guidelines for Calculation of the Atmospheric Air Approved by the Order of the Minister of Pollutions Caused by the Stationery Diesel Plants Environmental Protection N~100-ndd April 18, KZSWHWC~EARep~200902026~d1sclosure.doc Page 13 Rev A :12 1 December 2OOBFebruary 2009 2008. (Attachment 14) The Calculation Procedureof the Specific Emissionsof the The Order of the Ministry of Ecology and Atmospheric Pollutants and Damage Dependingon the Type Bioresourcesof the RoK dd 09.07.97. of Fuel Used in the Republicof Kazakhstan Includedin the List of the current regulatory legal acts in the field of the environmental Guiding normative document 211.3.02.01-97 protection, the Order of the Ministry for Environmental Protection N~324-ndd October 27, 2006. l ~ h Procedure of Calculationof Discharge (Emissions) of e l ~ ~ ~ r obyethe Order of the Minister of v d 1 Contaminants into the Atmosphere Caused by the Motor Environmental Protection No100-n dd April 18, Transport Enterprises 2008 The Inventory Procedure of Harmful Physical Effects on the The Order of the Ministry of Environmental Atmosphere and their Sources Protection of the RoK Nn 229 dd July 18, 2007 (accordingto subitem 28 of arl:icle 17 of the EnvironmentalCode of the RoK) Technical Regulations ((The Requirementsfor Environmental The Government Decree N 1232dd December Emission During Combustion of the Various Types of Fuel in 14, 2007 the Boiler Furnaces of the 'Thermal Power Stations he Rules of Governmental Accounting of the Sources of I ~ h Government Decree N 124dd February 8, e 1 l~reenhouseGases Emission into Atmosphere and 12008 I 4 Consumptionof Ozone-destroying Substances. l ~ h Rules of Restriction, Stoppage or Decreaseof the e l ~ h Government Decree N 128dd February I 1, e ( ree en house Gases Emissions into Atmosphere (2008 The Guidelines for Calculation of Emissionsfrom the Fugitive Approved by the Order of the Ministerof Emission Sources Environmental Protection of the RoK Nn100-n dd April 18, 2008 2.1.5 Water quality legislation and standards The main legislative act in the area of water resources protectionand use is the Water Code of the Republic of Kazakhstan Nn 481 dated July 09, 2003. According to the definition provided in this document "protection of water bodies" is an activity aimed at preservation, rehabilitationand reproductionof water bodies as well as prevention of water from detrimental effect. Section 7 of this Law regulates issues related to the protection of water bodies. I. According to Article 112 the water bodies shall be protected from: KZSWMWC~EARep~200902026~disclosure.doc Page 14 Rev A :12 1 December 2OOBFebnrary 2009 1) natural and industrial pollution by hazardous chemical and toxic substances and their compounds, as well as thermal, bacterial, radiation and other types of pollution; 2) infestation (blockage)with hard, non-soluble subjects, production and household and other wastes; 3) desiccation. II.Water bodies shall be protected to prevent: 1) disturbance of the environmental stability of the natural systems; 2) causing harm to the lives and health of population; 3) reduction of fishery resources and other water fauna; 4) deterioration of the water supply conditions; 5) weakening of the natural self-reproduction and cleansing functions of the water bodies; 6) other unfavorable conditions that negatively affect physical, chemical and biological qualities of water bodies. Ill. Protection of water bodies is carried out through: 1) making common demands related to the protection of water bodies to all water userswho use water for any purposes; 2) improving and applying water protective activitieslmeasures with the help of new equipment and environmentally and epidemiologically safe technologies; 3) establishment of water conservation zones and sanitary protection zones for protectionof public (drinking) water supply sources; 4) execution of public (state) and other forms of control over the use and prgtection of the water bodies; 5) applying sanctions for non-observance of the water protection requirements. IV. Central and local executive authorities of the Oblasts (cities of republican significance, capitals), in line with the legislation of the Republic of Kazakhstan,take measures in compliance with the principles of sustainable development towards water resources conservation, prevention of pollution and blockage. V. Physical and legal entities, activities of which affect the water bodies, are obliged to carry out managerial, technological , forestry, ameliorative, land treatment, hydrotechnical, sanitary-epidemiological and other activities, which ensure protection of water bodiesfrom pollution, blockage and depletion. Article 116 of the Law regulates issues related to the water protection zones: to maintain water bodies and water facilities in the condition required by the hygiene and sanitary and ecological norms; to prevent contamination, blockage and depletion of the surface water; to preserveflora and fauna water protection zones and belts are required. Water protection zones and belts as well as the regime are established by the local executive authorities of the oblasts (cities of republican significance, capitals) upon agreement with the authorized entity in charge of the use and protection of waters, and on the basis of the approved detailed design agreed with the authorized entity for sanitary-epidemiologicalwelfare of the population, central executive entity of the Republic of Kazakhstanfor the environment protection, and central authorized entity for land resources. In the mudflow areaslregions, in addition to the above requirements, the project designs should also be agreed with the central executive entity of the RoK for emergency planning. While developing any project, which may have any impact on the water systemlresources, the project designs should be agreed with the local executive entity for water resources protection. KZSWHWC~EARep~200902026~disclosure.doc Page 15 Rev A :12 1 December2OOBFebruary 2009 A Water Code, adopted on March 31, 1993, is in force in the Republic of Kazakhstan.The Government has approved the Conceptionfor the development of the water sector of the economy and wafer policy unfil2010 and has approved the secforalprogram Drinking Water. In developing the Water Code,the Government of the Republicof Kazakhstanhas adopted normative acts concerningthe procedurefor allowing water reservoirs for special use, a procedure for agreeing to and issuing permitsfor the special use of water, a procedurefor using water for fire fighting needs, classifyingwater ways as navigable routes, and for using reservoirsfor air transport needs. The Governmenthas approved lists of reservoirs(undergroundwaters) that have health significancefor the Republicand reservoirsthat have special state significanceor special scientific value, the granting of which for use is restricted or entirely forbidden. Importantfor the state regulation of water relations are, as approved by the Governrnent of the Republicof Kazakhstan, a procedurefor developing and approving plans for the cornprehensive use and protecting of water, a procedurefor conducting a state water survey, a procedurefor the state recording of water and the use thereof, a statute on a procedurefor calculating, levyingand payingfor the use of water resourcesof surface sources for sectors of the economy of the Republic of Kazakhstan. Issues related to water protectionare reflected in certain normative legal acts, as approved by the Government of the Republicof Kazakhstan, including a statute on water protectedzones and areas, and regarding state control of the use and protection of water resources. There are the microbiologicaland parasitologicwater indices (number of microorgan~ismsand quantity of coliform bacteria per unit volume) set according to the sanitary characteristic. The toxicologicalwater indices characterizingthe safety of its chemical compositionare determined by the content of chemical substanceswhich number shall not exceed the established standards. Water quality also includesfor the following features to be taken into consideration:temperature, transparency, colour, smell, flavour and hardness. The requirements for quality of water of the non-centralwater supply are defined by the SanPiN (sanitary rules and norms) 2.1.4.1 175-02 ((Sanitary protection of water sources)).The smell, flavour, colour of water, turbidity and coli index are normalizedat that and it is specified that the content of the chemical substances shall not exceed the values of the relevant standards. As for the atmospheric air so for the water such standards are the maximumallowable concentrations (MAC). The MACwrf (water reservoirsfor fishing) are stricter than MA,Cwrdw(water reservoirsfor drinking water) as a rule. It is necessaryto emphasizethat this refers primarily to the fish industry as such and protection of the human needs though some principlesof water ecosystem protection, to all probability,were also taken into account during determination of the standards. As in the case of atmospheric air there are the various indices used for comparativeassessment of the water contamination which enable the consideration of the presence of several pollutants.The most widely used index is the integrated hydrochemical.waterimpurityindex (WII). The basic document regulating the condition of the surface waters and content of the hazardous substances in them is the sanitary and epidemiological norms and regulations((Sanitaryand Epidemiological Requirementsfor the Surface Waters ProtectionAgainst the Pollution )) NO 3.dd 02.03.04 approved by the Order of the Ministry of Health of the RoK NO506 dd 28.06.2004. The effluent of the hazardous substance (pollutants) in the surfacewater resources is allowed only on the basis of the permit issued by the authored state agency in the field of water bodies' KZSWHWC~EARep~200902026~disclosure.doc Page 16 Rev A :12 1 December 2008February 2009 protection or its territorial subdivision in the procedure determined by the Government of the Republic of Kazakhstan. The procedure of issue of the surface water pollution permits during operation of the motor vehicles or other transport facilities is defined by the Government of the Republic of Kazakhstan. In case of absence of the surface water pollution permits as well as at violation of the conditions stipulated by such permits the activity of the individual and legal persons causing the effluent of hazardous substances (pollutants) into the surface water bodies and harmful physical effects on them can be prohibited or suspended in the procedure determined by the legal acts of the Republic of Kazakhstan. The legislative and regulatory and procedural documents in the field of the water environment protection are listed below: Table 2-3 Water quality legislation Recommendationson Executionand Content of the The Order of the Ministryof Ecology and DesignStandards of The Maximum Permissible Bioresourcesof the RoK 1992. Discharge (MPD) in the Water Bodies for the Enterprises lncluded in the List of the current regulatory legal of the Republicof Kazakhstan. acts inthe field of the environmental protection, the Order of the Ministryfor Environmental Instructionon the Normalizationof the Discharge of The Order of the Ministryof Natural Resources Contaminants into the Water Bodies of the Republic of and Environmental Protectionof the RoK No 516-11 Kazakhstan dd 21.12.00. Guiding normativedocument 211.2.03.01-97 lncluded in the List of the current regulatory legal acts in the field of the environmentalprotection, the Order of the Ministryfor Environmental The Calculation Procedure for Standards of Discharged Approved by the Order of the Minister of Waters with Pollutants(MPD) into the Water Bodies, EnvironmentalProtectionNo100-ndd April 18, Disposal Fieldsand Reliefof Land 2008 I (Attachment 19) The Procedureof Establishmentof the Maximum The Ministryof EnvironmentalProtectionof the PermissibleDischarges(MPD) of the Pollutantsontothe RoK No156-n dd 06.07.2001 Disposal Fields and Natural Depressionsof the Land. lncludedin the List of the current regulatory legal Guiding normativedocument211.3.03.03-2000 acts inthe field of the environmentalprotection, the Order of the Ministryfor Environmental Temporary Calculation Procedureof the Maximum The Order of the Ministryof Ecology and PermissibleDischarges(MPD) of the Substances Bioresources of the RoK 1997. Drainedwith the Wastewaters into the Accumulator (On temporary use ofthe regulatory and Tanks. proceduraldocument untilJanuary I, 2007) 1lncluded in the List of the current regulatorylegal 1 KZSWHWC~EARep~200902026~disclosure.doc Page 17 Rev A :12 1 December 2008Febmary 2009 acts inthe field of the environmental protection, the Order of the Ministry for Environmental Protection No324-ndd October 27, 2006. The Recommendationson Control over the Operationof The Order of the Ministryof Ecology and the Treatment Facilitiesand Dischargeof the Bioresourcesof the RoK dd 21.05.94. Wastewaters. Includedin the List of the current regulatorylegal acts in the field of the environmental protection, the Order of the Ministry for Environmental Protection No324-ndd October2'7,2006. The Rules of SurfaceWaters Protectionin the RoK The Order of the Ministryof Ecology and Bioresourcesof the RoK dd 27.063.94. Guiding normative document 01.01.03-94 Included in the List of the current regulatorylegal acts in the field of the environmentalprotection, the Order of the Ministryfor Environmental Protection No324-ndd October 27, 2006. The Guidelines on Application of the Rules of Surface The Order of the Ministryof Ecology and Waters Protectionin the RoK Bioresourcesof the RoK dd 12.02.97. Includedin the List of the current regulatorylegal acts in the field of the environmental protection, the Order of the Ministryfor Environmental ProtectionNo324-ndd October27, 2006. The Procedural Definitions of Norms and Standards of Approved by the Order of the Minister of Ecology Water ResourcesUse in the Various Natural Climatic and Bioresourcesof the RoK dd 1997 Zones of the Republic of KazakhstanDuringCarryingout of the Ecological Zoning. 2.1.6 Soil standards There were new sanitary rules introduced in Kazakhstan following the long-term scier~tificstudies - SanPiN (Sanitary Rules and Norms) 2.1.7.1287-03 Sanitary and Epidemiological Requirements for Quality of Soil and Subsoils which establish the specifications for soils quality in the inhabited localities and agricultural lands and control the observance of the sanitary-hygienic standards during location, engineering, construction, renewal (technical upgrading) and operation of the facilities of different purposes, including those which may cause the adverse effect on the soils status. The main terms related to the chemical contamination of soils are defined by the GOST 27593-88. Soils. Terms and Definitions. The basic regulatory document for control of the soil pollution content is ((Standards of the Maximum Allowable Concentrations of the Hazardous Substances, Harmful Microorganisms and Other Biological Materials Being the Soil Pollutants))approved by the Order of the Ministry of Health of the RoK Nn99 dd 30.01.2004 and Order of the Ministry for Environmental Protection of the RoK Nn21fl dd 27.01.2004. KZSWHWC~EARep~200902026~disclosure.doc Page I 8 Rev A :I2 1 December 2008February2009 The maximum allowableconcentrations(MAC) or allowable permissibleconcentrations(APC) of the chemical substances in soil are the principalcriterion of the sanitary assessmentof the soil contamination by the chemicalagents. The verification of the MAC of the chemical substances in the soil is based on 4 main nuisance values identified experimentally: translocationeffect characterized by the penetrationof the substancefrom the soil into the plant; water migrationeffect characterized by ability of the substance to penetratefrom the soil to the subsoil waters and water sources; air migrationeffect characterizedby the penetrationof the substance from the soil into the atmospheric air; general sanitaryeffect characterizedby the impact of the pollutanton the soil self-purification capacity and its biologicalactivity. In case of soil contamination by the various substances it is allowed to evaluate the hazard of the soil contamination based on the most toxic elements with the maximum content in the soil. 2.1.7 Noise standards The level of the road traffic noise is determinedaccording to the norms of the SNiP (construction norms and rules) 11-12-77 ((NoiseProtection)).The limit of noise exposure generated by the motor vehicles in the distance of two meters from the buildingsfaced to the noise sources in compliance with the SNiP 11-12-77(tab.l.2) is 70 dBA. The maximum allowable noise level is assumedfor the territories neighboring on the residential houses, rest areas of the micro-districtsand residentialgroupings, school areas, playgroundsof the preschool after adjustment as follows: for noise made by the motor vehicles - 10 dBA for existing residential construction- 5 dBA for daylight time from 7 hour till 23 hour - 10 dBA. 2.1.8 Health and safety during construction and operation Health and safety during the road construction and operation It is required to follow the requirementsof the SNiP 3.06.04-91 ctConstruction Safety))during the execution of works. There are the ((SafetyRegulationsfor Construction,Repairand Maintenance of the Automobile Roads)), ((Regulationsfor Safety and Production Sanitary During the Buildingof the Bridges and Pipes))are applied in the road construction.At performanceof the road construction works it is necessary to use the ((Safety Instructions))for each construction machine. The personal protective equipment shall comply with the applicableGOSTs (apron under the GOST 12.4.029, rubber gloves under the GOST 20010, respirator "The Petal" under the GOST 12.4.028, gloves under the GOST 12.4.010, goggles under the GOST 12.4.013 and breathing mask of B type or B with filter, helmets). The site shall be kept in a safe, clean and good sanitary state. The "Contractor"shall bear the responsibilityfor cleanup of the site from garbage, constructionwaste and household rubbishand their removal to the municipal solid waste landfill (MSW). The "Contractor" shall be guided by the SanPiN N43.01.016.97 in that regard. KZSWHWC~EARep~200902026~disclosure.doc Page 19 Rev A :I2 1 DecemberZOOBFebruary 2009 In addition, it is necessary to carry out the routine inspection of the machineryand equipment for purposeof the trouble shooting and observance of the time of repair,training and instructionof the workers engaged in maintenanceof the machinery, tools and equipment on safe methodsand techniques of work. The protective measureswith respect to the equipment are also importantfor preventionof the injuries and accidents. Such equipment includes the following: motor vehicles; pumps, compressors; generators, crushing equipment; lifting equipment (cranes, hoists,wire ropes, loaders); electricalequipment. For provision of the sanitary and living conditions for the buildersit is requiredto establish a field camp made of the mobile rail cars: dressing rooms, drying premise,wash rooms, shower rooms, warming premisefor workers, dining facility with three meals daily, toilet facility,field office, rest room, machinery parkingfacility and householdwaste storage area. There shall be the information on safety, occupational health, productionand household sanitary in the rest room. There shall be the medicine boxes, first-aid outfit, drinkingwater and servicewater kept in the separate containers provided on the constructionsites and field camps. The drinkingwater shall be located at the distance of maximum 75 m from the working area. The water permit shall be obtained in the sanitary supervision and disease control authorities and comply with the requirements of the SanPiN of the RoK NO 3.05.017.97. It is requiredto performworks duringthe hours of darkness provided that artificial ligh~tingin accordancewith the standards of the electric lighting for the installationand construction works. Irrespectiveof the lighting of the sites and working areas the machinery shall be equipped with the independent(built-in) lighting of the working elements and control devices. The road-buildingmachines and plants' engines shall befueled up and filled with the lubricantson the horizontal location using the natural light or electric lighting which operates on mains power supplies or is battery-powered.The smoking, striking matchesand usingthe kerosene lamps or other naked light sources are prohibitedduring the fueling of the machinery up. The fillingwith the ethyl gasoline is permittedonly by means of the filling stations. All other methods of fueling are strictly prohibited in this case. Safety rules for handling of the tools All tools - air-operated, electrified and hand tools - shall be stored on the palletsin the stock rooms. It is necessary to protect the edged components of the tools by casings or other means during transportationand carrying. It is prohibitedto distributethe faulty or uninspectecltools for work performance. It is prohibitedto leave off hand the mechanicaltools connected to the electrical supply network or compressed air pipelines; to pull up and bend the cables and air hose pipes; to lay cables and hose pipeswith their intersection by wire ropes, electric cables, to handle the rotating elements of power- driven hand tools. Storage of fuel and chemical substances The storage of all types of fuel and chemicalsshall be in the special location with the mandatory barbedwire fence. The storage area shall not be locatednear the water source and depressions. KZSWHWC~EARep~200902026~d1sclosure.d0c Page 20 Rev A :121 December 2008February 2009 The ground and fenced territory shall be convenient and ensure the possibility of location of the fuel tanks with 110%tankage of the requiredvolume. The filling and unloading shall be strictly controlled and performed in accordance with the established procedure. All valves and plugs shall be protectedagainst the undesirable interferenceand vandalism and shall be turned off and opened easily when used. The inner surface of the tanks shall be clean. The measurementshall be carried out so that the impact of moisture and water was not taken into account. Basic safety rules during operation of the coating plant Before the launch of the plant equipment it is necessaryto examine the working order of all moving assembliesand engines and verify also that all maintenanceworkers are in their positions.There is a signal given before the start up. In case of absence of the automatic ignition systems it is necessaryto have the special flame for lightingof the atomizer burner. There shall be the baffle plate made of the noncombustiblematerial installed at start up and adjustment of the burners. In case of absence of the automatic control system of the coating plant and cement concrete plant the personnel of the storehouses for asphalt-coatedaggregates, mineral dust and cement and weight-men and burner-menshall be providedwith the protective glasses. All asphaltic valves shall be opened in a gradual manner. It is requiredto clean and sand the bitumen contaminatedareas regularly. The inspection and repair of the drying cylindersand mixing machines are allowed only after their complete shutdown and cooling of the drying cylinders. There shall be the dust control of all joints and materials reloading blocks and the exhaust of dust and gases by the exhaust ventilation and special dust-arrestingequipment provided on the coating plant and cement concrete plant. Fromtime to time it is necessary to examinethe availability and undamagedcondition of all protectionenclosures fixed on the machineryand units of the coating plant and cement concrete plant. The bitumen storage facilities of the coating plant shall be fenced and protectedby the shed and access holes of the bitumen melting houses and supply tanks shall be either closed securelyor equippedwith the safety guards and roofs. In case of the sudden stop of one machineof the technological complex it is requiredto shutdown all other assembliesand devices starting from the place of machine unloading and then towards the block of the ready mix discharge. The resumption of work after such shutdown is permittedonly under the order of the shift machine operator. The state and working order of all automation system (monitoringequipment and control devices) and mechanisms of local start up of the machinery and equipment on the automated coating plant and cement concrete plant shall be inspected on monthly basis. 2.1.9 Archaeology and cultural heritage The main legislation comprises: w The Law of the Republic of Kazakhstan "About Culture",dated 15.12.2006 w The Law of the Republic of Kazakhstan"On Protectionand Use of the HistoricalCultural Heritage", dated 2.07.1992 w The Land Code of the RoK, dated 20.06.2003 KZSWHWC~EARep~200902026~disclosure.doc Page 21 Rev A :12 1 December 2008February 2009 For the purpose of an efficient arrangementfor the recording and protectionof the historicaland cultural monumentsthey are divided into the following categories: historical and cultural monuments of the international status representingthe historical, scientific, architectural,artistic and memorial objects included in the UNESCOWorld Heritage List; historical and cultural monumentsof the republican status representingthe historical, scientific, architectural,artistic and memorialobjects, having the special significancefor the history and culture of the whole country; historical and cultural monumentsof local significance representingthe historical, scientific, architectural, artistic and memorialobjects, having the special significancefor the history and culture of the oblasts (city of republican status, capital), regions (cities of oblast subordinance). Extractsfrom the relevant legislation are presented in Appendix 13. 2.2 Comparison of National environmental legislation and World Bank standards An evaluation of the national environmental protection legislationand WB proceduresand its bearing on the Project is presented in this section of the report. Much of the environmental legislationof Kazakhstanhas been designed to providefor control of developmentsand control of adverse impacts on the environment and human health. The current practiceand quality of ElAs prepared under Kazakh legislationfor Ecological Expertisedoes not accord with best international practice. It is considered too schematic and lackingspecific reaction to the particularcharacteristics of each case, often resulting in a lack of realism.The submissionsof EIA in Kazakhstanis a much more formal process,which appears to focus more on the calculationof emissions, for which charges are levied and is weak on relevant analysis and conclusionswith a focus on understanding risks and impacts and developing specific actions to avoid or mitigatethem. Data collectionoften is carried out in a generalistway disconnected from the objective of the EIA and the geographical boundariesof the project. Public consultation in Kazakhstan is a far less involved processthan Bank policy prescxibes,and is often restricted to the local authorities, rather than the general public1.This aspect is b~eing reconciledfor the Project, by holding an initial and then second round of public consultations (Annexes 11 and 12). In addition, for the Projectto be acceptable in country,the 12 E119s(10 outstanding at time of report submission) must be prepared and submitted to the relevant Oblast Environmental Departments and Ecological Expertiseconclusionsobtained. In parallel, this ESlA must be completed by conducting the consultations and incorporatingthe results of the public hearings. The practical procedures are bureaucratic and are not adapted to monitoringduring construction of a project, as for example the Oblast Environment Departmenthas to apply to the Chief Prosecutor's Office for an application to conduct a site audit and can do that only once per year, giving the contractor 2 weeks notice of the upcoming audit. The content of Kazakh EMFJsincludes ' During project preparation so far lwo stages of public consultations were carried out. They were characterized by an open dialogue and constructive criticism and contributions by the public and thus considered a significant success. KZSWHWC~EARep~200902026~disclosure.doc Page 22 Rev A :12 1 December 2008February2009 only a descriptionof generic mitigationand monitoringmeasures,without location and responsibility details, focusing on listing norms and standardsand is of little use to contractors. Standards seem to be used as thresholds above which pollution is permitted so long as payments are made. In other words, the use of standards to protect the environment is at times questionable, as there is no realistic proportion betweenthe fees or fines paid by the pollutersand the environmentaland consequentiallyeconomic damage, in summary resulting in pollutersgetting away muchtoo cheaply. Overall, there are several public organ~sationsinvolvedto varying degrees in environmental protection. 'These includethe Ministry of EnvironmentalProtection,Ministryof Health, Ministryof Agriculture and Ministryof Energyand Mineral Resources. There are special institutions in Kazakhstansuch as the State Expertise in Environmentand several environmentalthink tanks also involved. A comparison of the legislation is presented below in Table 2-4. KZSWHWC~EARep~200902026~disclosure.doc Page 23 Rev A :12 1 December 2008February2009 Table 2-4 Comparison of Kazakhstan EIA and environmental legislation and World Bank Standards s I EA Step Kazakhstan WB Sources RK 2007. Ecological Code World Bank Operational Policy 4.01 Ministry of EnvironmentalProtectionOrder 204-11, 28 June 2007: "The Instructionof Conducting the Environmental Impact Assessment during the preliminary planning, planning, preliminary design and full design documentation" Basic Principles Most sensitive There does not appear to be a 'most sensitive' rule. The sensitivity of Projects are categories according to the most sensitive component, e.g. if 6 component rule project is measured by the Sanitary Epidemiological (SE) classes of of 7 components are not sensitive and one is the entire project becomes a dangers. There are four categories and within each, one or more levels CategoryA or B. of danger, A category 1 project has two levels of severity, either trigger a full EIA. A Category 2 project is considered a 3'dlevel severity and as such a lesser assessment is undertaken,although still referredto as an EnvironmentalAssessment. A category 3 and 4 project are considered 4thand 51h level severity and as such generally do not warrant an assessment. The planning and conduct of an assessrnenl is the duty if the Usually EAs are required to be prepared by the country, and donors will proponent,in this case MOTC. MOTC often retains a licensed 1request this. Often the proponent's EA capacity is not sufficient or funds are consultantto do this work; and frequently a member of the team scarce, or the EA prepared is incomplete or non-compliant, in which case undertakingthe Feasibility Study. The assessment must be preceded I consu!tanls may he!p !s fill ihe gaps, iinderiake new studies on behalf of with a scoping study which must be approved before the EIA can begin. the proponentor assist nationalspecialist to fill the gaps and improve the The EIA process has 5 stages: 1) Overview of EnvironmentalCondition; documentation. This is a proponentfocused activity, with the requirement I KZSWHWC~EARep~200902026~disclosure.doc Page 24 Rev A .12 1 December 2008February 2009 2) PreliminaryEIA 3) EIA; 4) Chapter of Project Documentation for close collaborationand ownership. "EnvironmentalProtection";5) Post-projectAnalysis. Document When the donors prepare IEEs,SiEAs and ElAs on behalf of the country, Preparation these documents are always the country's documents, and as such must be presentedas if the country were preparing them. Where consultant recommendationsare included, this must be made clear. Summaries of the lEEs and ElAs often contain review and comments by the donors or the donor's consultants on behalf of the Banks Document Category 1 projects are assessed by the MOEP in Astana, Category 2 Ownership and 3 by the Oblastor Regional Environment Department,and 4 at the rayon level. The As specifiedin EcologicalCode Article 41 an environmental I The EMP is required by WB for A and B category projects, It is considered Environmental assessment documentationshould include "10)Description of to be an integral but distinct part of the assessment document. It is not a Management measuresprovidedfor preventing and mitigating impacts on separate document, but the key summary of the mitigation and monitoring Plan environment, includingproposal for ecologic monitoring1'-more or less measuresto be applied should be extractable as a stand-along section or a partial EMP. This description does not comply with donor set of Tables. requirements and construction monitoring is far from rigorous. Public 'Kazakhstan has a consultation process but it involves the public sector Public consultation is a requirement for WB. The World Bank has a consultation and rarelya common citizen. mandatory 2 sessions for full ElAs and 1session for category B projects. Forfull ElAs the sessions are scheduled to coincide with early EIA planning and the preparation of the draft EMP or record of likely impacts. For the B - level projects a session during the impact definition stage is most useful, although exact timing is a function of the environmental issues emerging and the proponent's wishes. Consultations must be announces and for full ElAs advance notices of consultations and contact details must be published in the media for KZSWHWC~EARep~200902026~disclosure.doc Page 25 Rev A :12 1 December 2008Febmary 2009 Classification Projects are classified by the 5 danger levels with 1being the highest Using a Screening approach the Bank completes an Integrated Safeguard as defined by norms and standards developedby the Sanitary and Data sheet, where it examines general project effects in relation to relevant EpidemiologicalServices, in relationto human health and safety. There bank guidelines, called Operational Policies (e.g. OP 4.01 on is little referenceto protection of the environment and e.g., forests and EnvironmentalAssessment). Categorizationis based on screening results. wildlife populations. As with the Banks, certain projects have been pre- There are 3 safeguards categories, C being the one without impacts, A the classified, e.g. the road projects are mostly considered Category 1 of one with potentialsevere, large scale and irreversible impacts which cannot requiringa full EIA. be avoided and are hard to mitigate..The Bank also has a list of automatic- A category projects. I Category C A general equivalencefor Category C would be KAZ Class 4 projects These are projectswhere impacts are considered at a low enough level I that neither a full EIA nor IEE or Abbreviated EIA is needed. Document Form Nothing specifiedother than a 'minor environmental statement' No specific documentation required Summary Doc INone deflned 1 None required 1 Consultation & None specified Not needed Information ,.Disclosure Disclosure None required None required Category B: A general equivalencefor Category B would be KAZ Class 2 and 3 The Bank requires the Borrower to undertake an Initial Environmental Initial projects. Again there is no special name for this document other than Analyses (IEA), or Simplified EnvironmentalAssessment (SiEA) of projects Environmental the acknowledgmentthat it is at a lesser detail than for a Category 1 classified during the ISDS activity as 'B'. Examination document and more detailed than a Category4 document. The main (IEE); Initial difference is this document will be reviewed in the Oblast level of the Environment.! TQr..4n..-l . n---A r ; k u a ; a avapdl~rneriiof EnvironmentalProtection.And this Categoryis Evaluation(IEA) not required (but recommended)to conduct the 5th stage of EIA KZSWHWC~EARep~200902026~disclosure.doc Page 26 Rev A :I2 1 December 2008February 2009 - 0 "- . 0 I V ) D m 7J -m 8 2 -U C .Ua g a, V U a 5 .- $ s 9 k a 2 w % ,- m "- 6 E : : 9. o m OI R E 2 7 U 3 m .-In- 7 J L 7 J C a, .k -X m m = E s g C m C " ' m z 2 .d 0 .-a, c t nam o -2? '3 - E r 2 m Z 0 .-p i cm" -c n a a .e d 5 8 .-m W -X " - m a a, o a s E, g 2 : '5 r C u = g i . g! '3 r g G .z .- " c 0 .4 Q .O u 2 2 - r a a a w 3 t n economiccondition,and ecological risks. The CategoryA is requiredto undertakethe 5Ihstags of EIA process, Post-projectAnalysis, 1 year after the end of project. The 51h stage should be undertaken by different licensed organizationthan which conductedthe EIA. -1 Document Form Each stage of EIA process has its own stand alone documentwith Stand Alone document with prescribed format and minimum level of detail rescribedformat and the level of detail. I Summary Each of 5 assessment stages has its own stand alone document; and An executive summary is prepared and is attached to the EIA but often Documentation 1each has a "Conclusions"section, which acts as a summary. used separately. Consultation No informationon specific consultations,except for public hearingas Minimum 2x mandatory,with timing specified. Once with the TOR for the and Information part of the EIA the Instructionsfor Public Hearingare publish by the - EIA, once to present the draft EIA. For the disclosure of the draft EIA, Disclosure MOEP Order No135, 7'h May 2007. Category A projects must be allowed a 120-day periodfor stakeholder Timing evaluation and commentsbetween disclosure of draft ElAlEMP and project appraisal. Disclosure From the time a full environmentalassessment is submittedto the local The public must be informed about the availability of EIA documentation, loblast-levelenvironment agency to the time it is reviewedby the which must be prepared in English and the local language (sometimes central government is 60 days. During the first 30 days there is a English, Russianand local language), and be accessible at convenient theoreticallya time for the "public"to comment. But since there is no locations in country, at a publishedwebsite and on the donors website real announcement this does not happen. Further, there is a 'public (Infoshop) 120 days before project appraisal. Loan processingcannot debatelhearing' held as part of the final EIA approval. Again, this is not proceed during this period transparentand the public are not necessarily involved.There is no other disclosure 1 CIA Does not undertakenCIA The Bank applies one of a number of strategic assessmentmethods including CEA (country environmentalassessment) and SEA (strategic1 sector environmentalassessment), and Regional EIA. KZSWHWC-EARep-200902026-disclosure.doc Page 28 Rev A :12 1December 2008Februaly2009 3. PROJECT DESCRIPTION 3.1 Introduction The section of the road funded by the World Bank passes through two administrative regions of Kazakhstan: South Kazakhstan and Kyzylorda Regions. The length of road within th~eSouth Kazakhstan Region is 294 krn, including bypassing the administrative centre of the region Shyrnkent city. This part of the road falls into the first technical category (I) in accordance with national categorisation of highways. The length of the road within the Kyzylorda Region is 810 krn, including bypass of settlements representing district centres and the administrative centre of the region Kyzylorda city. This section of the road falls into the second technical category (II), except the East segment of the road between the border of South-Kazakhstan Region and Kyzylorda city, whose length is 226 km. An overview of the upgrade works is presented in Table 3-1 and a description is given in App 1-1. Table 3-1 Project overview Location Location Comments Shymkent Bypass 1(krn 2231+000 to Long bypass with flyover and clover leafjunction:: with -(CategoryA) (674km of M39 ) existing roads. lkan Bypass (km2123+000 to Flyoverat the contiguity section of the M 32 road with (CategoryA) 2135 + 000) existingTurkestan bypass road at the 2114 km road sign and flyover at the contiguity section of the existing lkan settlement bypass roadwith the lbata settlement. 1 1 -I ZhanakorganBypass km(2010 +000to 1 Zhanakorgansettlement bypass runs for approx illkm, from (CategoryA) 2012 +000) I986 km to 2007 krn, --- Shieli Bypass (krn 1934+700to IIkilometreslengthShielibypassfrom1934(+700)kmto (CategoryA) 1945+ 500) 1945(+500)km KyzylordaBypass (km 1808+000to The constructionof a new Kyzylorda bypass includes: (CategoryA) 1830+000) - tube-typeflyover at the contiguitysection of new Kyzylorda bypass with existing M 32 highway at 1830 km road sign; - clover-leafflyover on intersectionof new Kyzylordabypass and R-68 "Kyzylorda- Aydarly" highway, at 23 km road sign; - clover-leaf flyover on intersectionof new Kyzylorcja bypass and "Kyzylorda- Dachnyi Massive" highway, at 25 km road sign; - tube-typeflyover at the contiguity sectionof new ICyzylorda bypasswith existing M 32 highway at 1808km of road sign. ---I Also includes constructionof 8 underpasses and 4 bridges over Syr Darya River and Shirkelinskychannel. [Temirlanovka (A) I The original reconstructionproject provides constructionof ] KZSWHWC~EARep~200902026~disclosure.doc Page30 Rev A :I2 1December2OOBFebruary2009 Location Location 2932 meter lengthoverpass inTemirlanovkasettlement (2221-2224km), 4 underpasses,6 bridges(1suspension bridge) and renewal and reconstructionof 10bridges. The overpass through Temirlanovka was rejected by local residents,an alternativebypass is currentlyunderdesign. Turkestanbypass (A) Essentiallyonline upgradingof the existing bypassof I Turkestan. Shagan Bypass (km 1757+000to Shagan bypassfrom 1767+200km roadsignto 1757km 1767+200) P Adjustment of (km 1753+000to Straighteningof the alignmentin accordance with the design Alignment(Cat. B) 1754+600) speed of 120kmlhr. Akzarma Bypass (km 1741+a00 to Akzharma bypassfrom 1749+100kmto 1741+a00km (Category8) 1749+100) Zhozhaly Bypass (km 1634+000to 15.5kmre-routearound Zhosaly settlement. Kazaly Bypass (km 1470+000to 6km re-routearound Kazalinsk settlement. (Category8) 1476+000) Aralsk Bypass (km 1350+000to Aralsk bypassfrom 1361till 1350km.flyover and underpass (CategoryB) 1361+OOO) over rail. Detaileddescriptions of the designs, alignment and construction aspects have not been provided by all DEs. To date only two DEs have provided sufficient informationthat would allow a detailed evaluation of design aspects as it will be progressing into the tender phase, such as the natureof the land affected and its usage, borrow pits, laydown areas and similar features. An overall description of the Project, divided into the lotslsections is presented in Appendix 4 and has been compiled from the Feasibility Study and extracts from the DE's submissions in December 2008. However, that current state of information on the technical design allows a comprehensiveanalysis of impacts with sufficient detail to design mitigationmeasures, estimate costs and plan implementationarrangementswhich are descriptive,technically clear, comprehensiveand extensive in their coverage. The detailed planning process will, however, be conducted by the contractors in form of lot-specific EMPs which will address environmentalissues in small-scale implementationcontext. There are essentially five types of work required to implement the Project, namely: road rehabilitation (same alignment, no widening)within the right of way (ROW) road widening (e.g. from 2 to 4 lanes), mostlywithin the ROW new construction on new alignment IROW, e.g. bypasses major structures (underpasses, intersections,flyovers) major river crossings, bridge rehabilitation and new bridges Each of the above categories is described below. KZSWHWC~EARep~200902026~disclosure.doc Page 31 Rev A :I2 1 December 2008February2009 3.1.I Rehabilitation of existing road Rehabilitation of the existing road will occur in two situations, namely on-alignment rehabilitationof the existing road North of Kyzylorda (Category 6)and along the existing roadwhere new bypasses will divert through traffic away from the settlementsto be bypassed. This essentially comprises removal of the existingwearing course (road surface), reconstruction or repairs to the road base to ensure sufficient compactionand the installationof a new wearing course (road surfiace, usually tarmac). No additional land take is requiredper se; as the road improvementsare on the existing alignment. However, modificationswill be made to the embankments, highwaydrainage infrastructureand cross drainage pipes and culverts. This work will require moderate amountsof additional infill materialsand gravels for the road base and new asphalt materials for the wearing course. It is anticipated that signage and street furniture will be replaced or upgraded. All works of this type will remainwithin the existing right of way. 3.1.2 General highway upgrade The design standard for the road is the SNIP, as this is the national standard; however it is recommendedthat some modifications are included to bring the design closer to international standards, Items which are recommendedto harmonisewith international standardsinclude signage; livestock fencing; pedestrian safety through settlements comprising speed signage and overpasses or other safe crossing facilities, traffic calming; highway run-off collection and treatment to avoid land and water pollution. The general highway upgrade for Category A sections involveswidening from two to four lanes. 3.1.3 Bypasses, major structures, intersections, river crossings and bridges The overall Project includes upgrading of two categories of road in accordancewith the Kazakhstan highway network, namely Category I and II. The character of these roads is presented below. gY Name of indicator Cate or 1 Number of lanes 4 I 1 I 2 Width of lane 3,75 1 3 /Width of shoulders 1 3.75 1 3.75 1 3.75 I I I 4 Width of the shoulders strengthened 0,75 Width of demarcation strip without road fences 6,O 6 Width of safety lane of the separation strip 1,O The following bypass works are to be implemented. Shymkent Bypass (Category A) (km 2231+000 to 674km of M39 ) KZSWHWC~EARep~200902026~disclosure.doc Page 32 Rev A :12 1 December 2DOBFebruary2009 lkan Bypass (CategoryA) (km 2123+000 to 2135 + 000) Zhanakorgan Bypass (Category A) km(2010 +000 to 2012 +000) Shieli Bypass (CategoryA) (km 1934+700to 1945+ 500) KyzylordaBypass (CategoryA) (km 1808+000to 1830+000) Shagan Bypass (Category B) (km 1757+000to 1767+200) Adjustment of Alignment (Category B) (km 1753+000to 1754+600) Akzarma Bypass (Category B) (km 1741+800 to 1749+100) Zhozhaly Bypass (Category B) (km 1634+000to 1649+500) Kazaly Bypass (Category 8) (km 1470+000to 1476+000) Aralsk Bypass (Category B) (km 1350+000to 1361+000) The bypasses will be typically constructedon embankmentand therefore elevated above the surrounding land; precisedetails for the individualsections are not currently available. A number of majorjunctions are proposed, includingflyovers for road intersectionsand clover leaf type junctions at intersections.The designs selected in the FS and currently progressedby the DEs are suited to high traffic levels and may in fact not be warranted presently due to relatively low traffic volumes. The World Bank may review the designs proposedand seek additional justification prior to financing these elaborate structures.One option may be for the MOTC to purchasethe land requiredfor the large intersections,whilst waiting for traffic levels to increase in the future that would justify their construction. A number of new river crossings are .proposed,mainly on bypass alignmentsand several bridges are to be strengthened and refurbished on their existing alignment. 3.2 Construction phase The Project will be implemented by improving many sections of the road in parallel. The sections of the road will be advertised for international tender and it is feasible that internationalContractors may bid for and work on several lots concurrently.An international Project Management Consultant (PMC) will be engaged to assist the MOTCIRC during Project implementation.At this stage the contractual arrangements are not known and the report therefore contains recommendationsfor working procedures that would adhere to best international practice and World Bank standards and procedures. A large number of temporary workers will be required during the constructionperiod and due to the international bidding procedures, it is anticipatedthat workers will includeexpatriates(managers and supervisors) and third country nationals(TCNs) and nationalsfor engineeringdesign, manual labour, machine operation and other roles. Due to the large size of the project and the distances involved it is expected that a number of constructioncamps will be established. Details are not yet available regarding these camps, but one of the DE has identified the requirementfor a camp and had made preliminary investigations as to its location. It is anticipatedthat as the designs progress more considerationwill be given to the number and location of constructioncamps. As mentioned previously, the Environmental Screeningexercise conducted by World Bank as part of the Project evaluation categorised the sections into Category A and B, in recognitionof the KZSWHWC~EARep~200902026~disclosure.doc Page 33 Rev A :12 1 December2OOBFebruai-y 2009 potentialenvironmental risk. Table 3-2 presents an overview of each lot, the types of works involved and the summary environmentalrisks. Table 3-2 Overview of Project and EnvironmentalRisk I Oblast km Category, Environment Comments Works type risk Kyzylorda 1240-1398 II Low Online upgrade, includes Aralsk bypass (mainly alignment adjustment). 1398-1578 II Low-medium Online, includes Kazalinsk bypass and bridges over railway etc Online, includesZhosaly bypass (alignment adjustment) and several bridges. 1702-1807 II Low-medium 10.2 krn long Shagan bypass, 7.3km long Akzharma bypass, 4 underpasses,20 new bridges, bridge refurbishment, flyovers and newjunctions. High Online widening 2 to 4 lanes, 22km long Kyzylorda bypass, 8 underpassesand 4 bridges over Syr Darya River and Shirkelinskychannel Medium Online widening 2 to 4 lanes Medium I Online widening 2 to 4 lanes. (11 km long Shieli bypass. Medium Online widening 2 to 4 lanes, 8.5krn Zhanakorgan bypass,2 underpasses,flyover and a new bridge. South- Medium Online widening 2 to 4 lanes, Kazakhstan 12km long lkan bypass,many bridges, large intersections 2135-2231 I High Online widening 2 to 4 lanes, f l y o v e r , s e c t i o n and KZSWHWC~EARep~200902026~disclosure.doc Page 34 Rev A :I2 1 December 2008February 2009 Oblast km Category, Environment Comments Works type risk 2932 meter long overpass 1through ~emirlanovka~. I I I 1 2231-2260 II Medium Onlinewidening 2 to 4 lanes I I I I 2231-674 (M39) I,38km long Medium Traverses irrigated agricultural bypass lands, has flyover and large intersection. 3.3 Operational phase Accurate details of traffic forecasts have not been made available for this report, but indicationsare that following the upgraded highway,traffic levelswill more than double and for some sections will increase up to five fold. Thus the road will becomea major transit corridorwith much highertraffic volumes and a particular increase in freight traffic comprising HGVs. It is anticipated that there will be a noticeableelement of induced development, particularly localised in the vicinity of bypasses, as development moves out to locate itself nearer the upgraded road. This may well promote land use change, which would then need to be effectivelycontrolled by improvementsto land use planning. It is understood that road maintenanceactivities involving regular application of de-icing agents are very limited, as opposed to certain countriesin the Western Europe and therefore saline run-offis not a particular issue. However, road run-off is estimatedto be an issue that should receive particular attention in view of the traffic forecasts and the large distances involvedthat would severely limit timely incident responseto diesel spillages or accidents involving hazardous materials. It appears that several aspects of maintenanceare dealt with to varying degrees alongthe route, with more formalised activities such as landscape plantingand lighting in the South and much less attentiongiven to these aspects in the North. The future maintenance schemes are not known at this stage, but it is recommended to include effective landscapingand landscape plantingwithin the highway corridor for various environmental and social reasons. The use of leaded petrol continues to representan environmental and social impactform both highway run-off and from air quality effects from vehicle emissions.This report contains recommendationsfor ongoing monitoring following the upgrade of the road. The national design standard (SNiP) currently contains no design specificationfor highwayrun-off and its treatment, to protect water, ecological or agricultural resources.Thus highway run-off, includingthat from vehicle accidents, has potentialto damage land and water resources and recommendationsare made in this report for run-off control and management. After vocal disagreement during consultations with the local population the Design will be changed and insteadof the overpass an alternative bypass routewill bedesigned. KZSWHWC-EARep-200902026-disclosure.doc Page 35 Rev A :I2 1December 2008February 2009 4. BASELINE DATA 4.1 Introduction As a precursor to consideringthe potentialimpacts of the proposed highway improvement,an understandingof the environmental componentslikely to be affected is necessary. Information pertainingto environmental baseline conditionswithin the proposed ProjectArea was obtained through field visits, satellite images, internet searches, scientificjournals and books, ;andfrom the Design Engineers' reports. The key sources of informationfor this ESlA are shown below in Table 4-1 Table 4-1 ESlA information sources I 7--- 1 4 Information 1 Source I I ----A General conditions ( FeasibilityStudy I - Location specific information for km 1578-1702 ( DE Kazdorny I Location specific informationfor km 1980-2057 1 DE Kamiipi Dortrans I lnformation from Archaeological Expertisefor 8 out of the ArchaeologicalExpertise 12 sections. -1 Soil contamination and general condition, photos, video, Fieldworkand analysis by supplementarymaterials including questionnairesand GeoDataPlus some public consultation. EnvironmentalScreening of route, bypasses and World Bank Missions(several 2007 environmentaland social conditions. and 2008) 4.2 Air and Climate 4.2.1 Air quality Detailedinformation on existing air quality has not been availablefor this report, but calculation of harmfulsubstances in the air was apparently carried out during the feasibility study stage. Consequentlyit was estimated that in general the quantity of toxic substances contained in exhaust gases is within the allowable concentration. However, along the highway passingthrough the settlementslike Zhosaly, the city of Kyzylorda, Shieli, Ikan, Temirlanovka, Ak Biik,Shakpak Baba, B. Mamyshuly,where the buildings are located close to the road (at a distance of 5-35 meters),the content of nitrogen oxides almost reaches the set MAC standards(maximum-off). 4.2.2 Weather and Climate The territory of the road sections subject to rehabilitation is significantlyfar from the Atlantic Ocean -thesupplierofthewetairmasstothecontinent,whichdeterminesthehighbackgroundofairand soil temperatures, continental climate and significant variations of weather conditionsduring the year as well as during the day. KZSWHWC~EARep~200902026~disclosure.doc Page 36 Rev A :I2 1 December2008February2009 The rivers of Syr Darya and Arys, running nearby, have some softening impact on the climate of this area. However, such impact is noticeableonly within the range of floodplain territories. A large inflow of the solar radiation, typical of this latitude, determines the high temperature of the air year round. Major temperature characteristicsand dynamics of their annual changes are provided in Table 4-2: Table 4-2 Average monthly and annual indicatorsof the temperature conditions,OC ]erageonthly and annualtemperatureof theair,O 1 C ~veragemaximumair temperature,O C I II Ill IV v VI VII Vlll IX X XI XII TO ----------- A Avera~eminimum air temperature,OC I II III IV v VI VI I VIII IX x XI XII TO ------------A -10,7 -7,8 -0,4 7,7 13,3 18,O 20,4 18,O 11.3 3,2 -3,3 -7,6 Absolute maximumlabsoluteminimum air temperature,O C I II III IV v VI VII VIII IX x XI XII TO FI 181-38 261-40 311-30 381-10 411-1 4517 49111 4618 421-2 371-14 291-32 211-32 491 South-KazakhstanRegion Summer is very hot, lengthy and dry, with precipitationinadequatefor the natural growth of green plants. Warm period lasts for about eight months-from mid-Marchto mid-November.The hottest month is July with an average temperature of 29,5'C. Daytimecan reache 37,0°C and at nights it drops to 20,4 'C. Occasionally, during some years, the absolute maximumtemperature may reach +49'C. The winter is warm and short - about 3 months,from mid-December to mid-February-with frost rare, but the majority of days are sunny, frequent thaw, and snow-less. Snow-storms happenvery rarely. Repetition of strong winds (over 15 ~Isec.)is also limited.The lowest temperature may be noticed in January with an average monthlyvalue of -5,8 'C. Nightair temperature falls up to - 10,7 'C. The absolute minimum reaches- 40 OC. A stable snow coverage in this area is not recorded,though some years were noticedto be snowy. The average height of the snow does not exceed 1-2 cu. The number of foggy days is also insignificant. It makes only 20 days a year, and not more than 33 days in some of the years. More frequently fog happens in winter, but in average it does not exceed 6 days a month, with a maximum of 14 days a month. Thunderstorms on the subject area are registered year round. More frequently thunderstormsare observed in summer - average of 3 days a month, and in anomalous years - 10 days a month. Thunderstorms are not observed only in December and January. KZSWHWC~EARep~200902026~disclosure.doc Page 37 Rev A :12 1 December 2OOBFebruary 2009 In general, high level of the solar radiation,severe summer temperature of the air, high level of relativehumidity,absence of the atmospheric precipitatesand frequent dust storms typicalfor this area create extremely difficult life conditions. Kyzylorda Region Harsh continentalclimatewith hot summers and mild winters; dry, hot winds are frequent. The average air temperature in the region is +8-1I0C.Annual amplitude average monthly air temperature(the difference between the averagetemperature in the warmest and coldest months) rangesfrom +28 to -10 OC. The absolute maximum temperature is 46'C, a minimumof -38°C. The average rainfall per year rangesfrom 151-212mm.In some dry years can fall only 30-60 mm, and most humid 200-213mm. The greatest decade elevation snow 5% provisionof 20 cm. The average wind speed rangesfrom 3-5 m / sec. The highest speed falls on the spring and winter months and reaches 6mlsek. In the warm season, there are dust storms. The wind regime on the subject Section is characterized by a clear prevalence of the eastern winds in winter, and northern, north-western winds in summer. The wind rose is provided in the Figure 4-1 Figure 4-1 Wind rose South-Kazakhstan Region - - - Wind Rose C --C3HMa 3 B +n e ~ o L KZSWHWC~EARep~200902026~disclosure.doc Page 38 Rev A :12 1 December 2008Fehruary 2009 Figure 4-2 Wind rose Kyzylorda Region Figure 4-3 Number of days with Dust Storms Number of Days with Dust Storms 9 , The humidity climate in the village area is characterized by the low level of the sediments drop out (169 MM per year), their monthly maximum (20-25 MM)is mainlyobserved in spring and winter months: December March, and the minimum- in late summer: August - September (1-2 MM). - KZSWHWC~EARep~200902026~d1sclosure.doc Page 39 RevA :12 1 December 2008Februaly2009 Table 4-3 Average monthly and annual indicators of humidity I 1 Average quantity of precipitates (MM). - 1 2 3 4 5 6 7 8 9 22 18 25 20 15 7 3 2 3 7 A relative humidityof the air (%) 1 2 3 4 5 6 7 8 9 81 78 68 52 39 28 26 28 32 49 68 A number of days with a relative humidity of the air below 30 % 4.3 Land 4.3.1 Topography and landscape The length of road under consideration in this report passes through two distinct eco-regions. The northern part (inclusive of all the Category B section), an approximately 800 km sectionfrom the Aktobe / Kyzylroda Oblast border to somewhere between Kyzylorda City and Turkestan City is characterized by arid, almost desert climate, sparse vegetation, hardly any year-round surface water courses (except Syr Darya) and large areas with (naturally) hyper-salinesoils. Saksaul forests, which are adapted to dry, saline conditions with extreme temperature differenc;es, play an important role in soil stabilization and erosion control, especially in the stretches between Kyzylorda City and the Aral Sea and northwards to the Aktobe Oblast border. They constitute an important ecosystem and soil protection and stabilization element, but are not expected to be negatively affected by the project. The landscape is generally barren, hardly vegetated and prone to wind erosion, dust generation and moving sand dunes, especially where overgrazed by livestock and burnt to induce new grass growth. Surface drainage functions mainly seasonally, when flash Roods can occur an~drun-off waters can have a high erosion potential. The road roughly parallelsthe Syr Darya River as it runs North to the Aral Sea. In fact the road crossesthe river at several places, but in most parts in several km to 10s of km distance, stayingwell away from the irrigatedfarmlands along its shoreline. The landscape has a soft profilewith wide valleys and basins, separated by !;lightly elevated plateaus. Land use is restricted to animal grazing, mostly camels, some cattle and horses, but with low intensity. Permanent settlementsare extremelysparse and populationdensity below 1 person Ikm2. The southern section (CategoryA) runs approximately 450 km from North of Turkestan southward to Shymkent City. This zone receives more precipitation, has a slightly more temperate and humid climate and is thus more productive and more densely populated(15-20 people/km2).The corridor section in this zone passes through wide, flat basins and gently rolling hills, which get progressively flatter towards the North. The natural vegetation is steppe, dominated by grasslandwith small clusters of forest near rivers and in valleys. The climate is still generally dry with precipitationconcentrated over relativelyshort time periods in the spring and fall. There are a number of small intermittent tributaries to the Syr KZSWHWC~EARep~200902026~disclosure.doc Page 40 Rev A :I21 DecemberZOOBFebruary2009 Darya River, which cross the road corridor. The highway alignment is roughly 3-5 km North of and parallel with the Syr Darya River, then intersectswith it near Turkestan and crosses several times further North. Between Shymkent and Turkestanthe land is extensively used for agricultureand horticulture. Northof Turkestan, the land use shifts to animal grazing as more arid conditions begin to prevail. 4.3.2 Geology and soils The territory of the corridor from the city of Shymkent through the Kyzylorda city to the border with Aktubinskaya oblast has the following soil characteristic represented primarily by the plain zone; submontaneand mountainzones. Soils and vegetation of the plain zone Brown desert-steppesoils occupy the northernsubzone ofthe Eurasiandesertzone and are confined to the increasedreliefelements of the inland plains. The vegetation of the brown soils is represented mainly by the wormwood associations(with a slight additionof halophytesin places), and by the steppificatedassociationsinthe most northerly belt of their areal. There are the yerkek communities (Agropyronsibiricum)met here on the light brown soils in places. The soil-formingmaterials are diverse by their mechanicalmakeupand lithology. The humuscontent atthe top is usuallywithin the rangefrom 1-1.5to 2%, nitrogen contentmakes to 0.05- 0.1%. The humus is principallyhumate-fulvate howeverwith nearly equal content of the humic and fulvic acids on the top.Theadsorption complex is saturated with calcium, partially magnesiumand also with sodiumfor alkaline soils (5-15, up to 20 %). The exchange capacity is 10-15mg-eq1100 g. The reactionof soils is faintly alkaline and alkaline. The carbonatecontent (CaC03)is usually up to 1-3, rarely 5 % in the top. In manycases this figure is substantiallylarger in the alkaline soils and especiallyin undevelopedsoils. Light brown desert-steppesoils embed in the form of large solid masseson the ancient river terraces above the flood-plain of Syr Darya and Shu rivers, with the small spots among the gray- brown desert soils in Betpakdala. The vegetation is mainly wormwood with small addition of halophytes in places. Grey-brown desert-steppesoils are formed on the binomialdeposits beddedby the surfacerubble- loam(pebble)alluvium underlainby the drainage formations (rockdebris, pebbles,gypsum, sandor crumblingdense rock) that increases in general the aridity of these soils. The total thickness of their soil profile is conditioned by the thickness of the silt rock alluvium which does not exceed usually60-70 cm. The gray-brown desert-steppesoils are developed under the perennialwoodworm- saltwortpseudosteppe vegetation representedmainly by the woodworm associations with Salsola arbuscula or Salsola rigida. Takyr-likesoils formed mainly on the superglacialstratified ancient alluvialdrifts of the various textures. The groundwaters are medium deep (6-8 m, often 4-8 m). The vegetation is thinned woodworm and halophyti~woodworm.The soil landscapekeepsthefeaturesofthe initialhydromorphic soils including the rusty, partly blue-graygleyed spots and sublayers as well as the buried humic soil horizons. Takyrs are formed in the desert zone, mostly in its southern subzone, in the encloseddepressions of mesoreliefand microreliefas a rule under the influenceof their repetitive slight flooding by the melt and rain waters as well as sedimentationof the roiledthin-layer deluvial deposit of spring floods. There are the blue-green algae and weak solonizations developed on it duringthe wet season period. KZSWHWC~EARep~200902026~disclosure.doc Page 41 Rev A :12 1 December 2008February2009 The same solonchak processesoccur during the dry season. The takyrs have practically no higher plants. Meadow boggy soils are developed in the reliefdepressions with the ground waters very close to surface (0.5-1.5 m) welling up tothe surfacein spring. The vegetation is meadow-bog(reeds, sedges, bulrush and rushes).The sod and peat-likehorizonsof the dark brown colour underlayat the top in 30-40 cm. They pass intothe brownish-grayhorizonwith many rusty and gray-blue gley spots below. The brownish-gray-bluegley horizonappearsas a rule more deeply. Their total thickness amounts to 70-80 cm and more. Alkaline lands are formed in the low landswith the usually high-saltground waters close to surface (up to 2.5-3 m). The vegetational cover is lacking sometimes but more often it is represented by the various halophytes.The alkalinelandsare characterized by the accumulationof the ready soluble salts (>I-2 %) on the surface or in the surficial horizon. Their humic horizon is usually underdevelopedhoweverthe humic horizon of the meadow alkaline lands is developed better.There are the inlandsolonchaks developing mainly against the salted ground waters close to surface. The coastalor lacustrine solonchaksforming on the low coastal (lacustrine)plains as a result of the periodical flooding of the seacoasts with the sea water (salty lake water) are distinguished among them. The coastal solonchaks are not analyzed indetail but there are the tidal marshsoils with thinned vegetation and humificationsigns distinguishedin the upper horizons. Soils of the submontane zone Submontane light-chestnut soils occur mainly in the road section between Shymkentand Kyzylorda and to about 50-70 km North of Kyzylords. They are a group of soils developing in the submontane plains. The vegetation is desert-steppe,wormwood-feather-grass-sheepfescue and wormwood-sheepfescue. The soil materialsare various - loess loams, ancient alluviallow-layered loamy, binomialloamy-cobbleproluvial,loamy-pebbleancient alluvialetc. The humus (nitrogen) content makeswithin the range from 2-2.5 till 3 (0.07-0.15)% on the surface. The soil reaction in the leachedlayersis nearly neutral; the reaction of the carbonate soils is alkaline. The ready soluble salts are not usually presented. Submontane brown soils are met as the separate solid masses on the high subm~ontane plains. They are formed underthe coarse-grainedephemeroidalvegetation (bulbous barley, Agropyron villosus) with marked additions of the common mesophilouscereals(coCksfoot)and savanna-liketall grasses. The soil materialsare the loess loams usually. The humus (nitrogen) content is 4-7 (0.25-0.35)% at the top of the lay land, on the old ploughed field it is 3-5 (up to 0.2-0.25) %. The humus is humate-fulvate.The adsorption complex: is saturated with calcium and magnesium in part. Submontane gray-brown soils are frequently met in the upper belt of the submontane plains. They were formed under the coarse-grained ephemeroidalvegetation (Agropyron villos;us, bulbous barley)and savanna-like tall grasses. The soil materialsare representedby the heavy loess loams mostly. The gray-brown soils have the middle or deep thickness of the humic horizons. There is the gray or dark-gray grainy-lumpyhumic-accumulativehorizon(A = 20-22 cm) distinguishedat the top and the brownish(gray- or greyish-brown)lumpy-nuttyclayed transitional humus horizon(B = up to 40- 70 cm) below. There is at first the small intermediatelevel (BC) at largerdepthandthe whitish-yellow dense carbonate-alluviallayer (C") with the numerous bloomsof carbonates(mouldiness,veins, lime KZSWHWC~EARep~200902026~disclosure.doc Page 42 Rev A :12 1 December ZOO8Febmary2009 nodules) below which runs into the depth of up to 150-180cm and interchangeswith the original loess loam (C). The described soils contain the 2.2-3.5 % of humus and 0.15-0.2 % of nitrogen at the top of the lay land and on the old ploughed field - 1.8-2.8 and 0.12-0.16 % correspondingly. Submontane common gray soils and light, northern serozems are widely spread on the submontane, partlyfoothill plains. The commongray soils occupy the upper, well watered belt of the gray soil zone; the light serozems occupy the lower belt. On the submontane plains the soil materialsfor them are the loess loams,on the foothill plains - the binomial loamy-cobble(pebble) alluvial-proluvialand deluvial- proluvial drifts. The deluvial- proluvial drifts are the pebble or cobble-loamy on the top and are underlainwith the pebbleor cobble. Soil contamination Contamination of land and water by road traffic emissions is a cumulative phenomenonand depends on the number of vehicles, their speed and condition and the fuels utilised. Contaminants are know to accumulate in the soil over time and can be present for decades. Potential issues include possible contaminationof soil resources that represent a hazard to workers during construction and contaminationof additional land and water through increasein traffic levels and through use of new routes such as bypasses. The contaminants,particularly metals that accumulate in the soil are readily absorbed by many plants, then can move through the food chain and get into animals and humans. Some metalcomponents are dissolved and are carried away by the drainage waters and then contaminate rivers and water reservoirs and can eventually enter drinking water supplies. According to the applicable norms and SNiP in Kazakhstanthere is no real design standard for treatment of highway runoff. It is recommendedin this study to consider the collection and treatment of highway runoff, with a particularpriority in sensitivewater areas and in proximityto irrigated agricultural lands. This should includeaspects of design and cleaninglmaintenanceof the road drains, applying international design principles including oillwater separators in road drainage, attenuation of runoff in containment basins and spill response strategies for material such as diesel. Lead is consideredthe most frequent and toxic transport pollutantdue to its prevalencein many of the fuels used in the country. It is referred to the prevailingelements: its average world clarke (background matter content) in the soil is 10 mglkg. The lead content in the plants (on dry weight basis) comes up to the approximately same level. The general sanitary criterionfor lead in the soil is a maximum permittedconcentration (MPC) of 32 mglkg. As part of this study GeoData conducted a soil contaminationsurvey (see App 8-2) the findings of which are presented below. Lead content of the soil surface at a distance of up to 50 m on both sides was up to 900 mglkg within the vicinity of lkan settlement. The largest values were observed at a distance of 30 rnfrom the road edge. This is most likely due to the fact that following the series of observations,about 25 % of the total amount of particulate emissions remain on the road surface until they are washed off and 75 % is dispersed on the surface of the adjacent areas including the road shoulders. Depending on the structural shape and extent of the accumulation25 % - 50 % of the particulate mattersget into the runoff and contaminate the surroundingsoil. An exceeding by up to 10 times the MPC was also noted with respect to cadmium within the same areas. For oil products indications were that the MPC was exceeded by up to 240 times. Thiswas KZSWHWC~EARep~200902026~disclosure.doc Page 43 Rev A :12 1 December 2008February 2009 observed mainly at a distance of 10 m from the trafficked route, in the area of lkan settlement as well as in the area of the city of Kyzylorda.The contamination of nearbywater bodies occurs as a result of the ingress of the road traffic emissionsonto the land surface, into the drainage basins, in the groundwater and directly into the surface waters. The ingress of oil products into sensitive waters is of particular concern. According to the analytic research undertaken of the surface-water bodies in the area of Shymkent and Kyzylorda cities, the content of heavy metals was within the MPC, however for oil productsthe MPCwas exceeded by 1.5. Following the contaminationsurvey it is recommended to conduct additionalsamplirtg for land and water at potentially sensitive areas, for example, Turkestan city, lkan settlement, Sh:ymkentand Kyzylorda cities. The data collectedwere representativeof existingtraffic levels,which are up to five tlimes less than the estimated future traffic levels for the transit corridor. Therefore during constructionand operation it is recommendedto develop a system of monitoringfor soil and water in the area of Shymkent at the beginning and at the end of the new bypass, in the area of lkan settlement and the city of Kyzylorda. It is also recommendedto establish monitoring stationsfor surface waters within the intersectionof the roadwith the large water bodies such as Arys River and Syr Darya River. 4.4 Noise In general the majority of the route of the road experiences low noise levels, due to the rural landscapeand relatively low traffic volumes. IVo noise sampling was undertaken as part of this study and no relevant data were found to be available. In accordancewith the order of the Ministry of Health of the Republic of Kazakhstan ND841 dated to 03.12.2004 the level of traffic:noise should not exceed 70 dBA. The estimation made on the feasibility stage study showed that a noise level at the distanceof 10- 25 metersfrom the carriageway equals to 71.2-75.2 dBA, which slightly exceeds a local health standards. 4.5 Hydrology and Hydrogeology About 90% of the Republicof Kazakhstan'sterritory can be classified as arid zone with low humidity and limited water resources,with evaporation exceeding precipitation in the annual balance. Average water availability is 20,000 m3/km2and is thus one of the lowest in Eurasia. The total surface water resources of Kazakhstanfor a year of average humidityare 100.5km3from which 56.5 km3are formed within the country with the rest coming from China, Uzbekistan, Kyrgyzstanand Russia. Surface water resources are distributed irregularly: in the eastern part of the territory 34.5%, northern part 4.2%, central part2.6%, south-east part 24.1%, southern 21.2% and western part 13.4%. The flow of rivers shows strong seasonal fluctuations due to precipitation and melted snow being the main contributors to surface water courses. The run-off rates are highest in spring (80-go%), with the biggest discharge taking place in April-May. There are many temporal watercoursesof very short duration of any flow. In summer precipitationdoes not play any role in river water supply. The hydrographical network on the territory of South Kazakhstan (in which the project corridor is situated) is distributed unevenly. The river network is denser in the mountainouspart of the area. On the plains the surface drainage network is characterized by widely spaced, sparse, often only KZSWHWC~EARep~200902026~disclosure.doc Page 44 Rev A :12 1 December 2008February2009 seasonally water bearingrivers and creeks. In the semi-desert zone further Norththere is practicallyno hydrographicalnetwork. The Syr Darya River, the basin which includesall other rivers is the main drain of this area. Arys River is the most importanttributary to Syr Darya and joins at km 1381 km from the source. Syr Darya River runs within a wide floodplain, forming multiple meanders, dead-waters, channels and former river-beds. The basin of the Syr Darya River is located in the grid square of 3g023' - 46" North latitude and 61" - 78"24' East longitude. It trends from North to South for 800 km, and from West to East it stretchesfor 1600 km. The length along the river bed from the outflow to the maximumdistant point of its river system is 3019 km. The river runs through the territory of four CentralAsian countries (Kyrgyzstan, Tajikistan, Uzbekistan and Kazakhstan).There are 497 permanent tributaries in length of 10 km and more present in its basin. The total length of the rivers is 14 750 km. The area of the river's catchment basin is estimated at 462,000 km2. The main source of water replenishmentfor all rivers of South Kazakhstan,as well as groundwater is the water from melted snow and rain, which determinesthe volume of the seasonal and annual flow. Becausethe flow of many rivers is intensivelyused for irrigation and other economic activities their annual drainage pattern may be highly altered. Many of the smaller tributaries,exceptfor Arys River, are dry most part of the year, especially in the lower parts of their course. Existing impacts on the hydrographic network and natural runoff patternsdue to poorly controlled irrigated agriculture are observed all along the course of Syr Darya. The use of modernfertilizers and pesticides on the large irrigated lands is impacting surface and groundwaterquality. There is an intense network of irrigation canalsand waterworks in the wider project area, which are currently crossed by the highway alignment in multiple locations. The main river regulationworks for Syr Darya are the Chardara water works and related channels near Kyzylorda. Investigationsby GeoData indicated that the Kazakhstanlaw specifiesthat every surface water body has a certain boundary of general protection.The Ministry of Environmentspecifies the level of protectionand dimensions of the protected areas. The area in and around Kyzylordaby-pass, where some wetlands are located on the future bypass alignment, is not knowingly being considered for any special or legally protectedstatus. Water for irrigation is charged, there are tariffs for surface and ground water and various economic branches, but it is imperfect and does not provide incentivesfor water saving by water users. Practicallyover all territory of the country water situation is tense that is caused by lack and pollutionof water resources. Imbalance between environmentand anthropogenicload has led to ecological deterioration in all basins of the country. Syr Darya basin is characterizedby complicated situation especially in lower reacheswith irrigated lands expended in middle reaches and water diversion increase for this purpose. Riverflow reductionand pollution has led to ecological degradation and population living standard lowering. Ongoingdesertification processes affect 2 Mill hectares and 6 Mill ton of salt are precipitatedannually byAeolian trabsport over the project area and beyond, mainly originating from the Aral Sea basin area.. 4.5.1 Kyzylorda Oblast The entire Kyzylorda oblast is situated in the Central Asian internal basin, more specifically inthe basin of Syr Darya River, which drains into the Aral Sea. Other rivers in the KyzylordaOblast are mainly of a seasonal nature and do not exhibit perennialflows. The largest of these temporarily KZSWHWC~EARep~200902026~disclosure.doc Page 45 Rev A :12 1 December2008Feb~ary2009 active drains are Besaryk,Tules, Zhideli, Akuyuk, Shulak, and others which are water-bearing mainly during periods of floods and precipitationsin spring. Due to the flat terrain and very shallow gradient, the course of Syr Darya River strongly meanders and forms many oxbow lakes and dead- waters (the largest being Zhaksykylysh, Kamystybas,Arys, and Ashikol). Before reachingAral Sea Syr Daria forms a narrow Delta without extensivewetlands. Groundwater levels in KyzylordaOblast rangefrom 2-7m, in some areas the levels can be much shallower, however, and local seepage above ground is also observed in depressions,some of which lie close to the existing alignment.The near surface groundwater is generally highly saline and is not used for irrigation or human consumption, frequently however for watering livestock. Besidesthese seepagesthere are frequent artesian sources with discharge rates of 5-50 11sfrom a deeper aquifer characterizedby playa type groundwaterwhich is situated at a depth of 10-30m below ground surface. These waters are strongly mineralized and show high salinity, and no artesianwells are found near the road alignment. 4.5.2 South Kazakhstan Oblast The river network in this Oblast is distinctlydenser and contains more perennial rivers than further North in KyzylordaOblsat. The main drain is Syr Darya River, which flows into NW direction.For several 100s of km it parallelsthe Karataumountain range to the NE from which several of the perennial tributaries originate. Moving away from the mountains and towards the North,where morphology is progressivelydominated by wide plains, the river network becomes sparser and many drains are seasonal rather then perennial. All rivers in the Oblast belong to the basins of either Syr Darya or Chui, the much larger area falling into Syr Darya basin and only a small part (rivers on the north-eastern slopes of the Karataurange) - belong to the Chui basin. Syr Darya as the largest river of the region forms a central hydrographicalaxis which has shaped the socioeconomicand geographic pattern of the Oblast. Agriculture, settlements and transport routes are concentrated in a corridor of several 10sof km width on both sides of Syr Darya,the infrastructureincludes the project's road alignment, a railway line and a network of roads and water regulation and irrigationworks. -As virtually all tributaries are joining Syr Darya on the orographically right hand side (north-east) economic activities, infrastructureand popullationare distributedwith a bias to this north-easternside of the river valley. The first tributaries in the Oblast which are crossing the alignment on their path towards Syr Darya start near the Western Tien Shan range,the largest of them being Chirchik River (with secondary tributaries Chatkal, Pskem, and Ugam), Keles and Arys (with secondary tributaries Borolday and Badam). Smaller rivers are the Bogen, Chayan, Karachik, and other minor streams,which often dry up seasonally. The are only few and shallow lakes in the region which are not affected by the alignment;the largest of them are Akzhaykyn, Akzhar, and Kaldykol. 4.5.3 Groundwater The subterranean waters (groundwater, GW) of the area of the road corridor from Shyrnkentcity to the border of Aktobe oblast are described in terms of mainaquifer horizonsand complexesand major hydrogeologicalstructures. For a graphic representation a hydro-geologicalmap isattached as Appendix 5-9. KZSWHWC-EARep-200902026-disclosure.doc Page 46 Rev A :12 1 December 2008February 2009 The main partof the area belongsto the Syr Darya BasinComplex, comprisingvarious aquifertypes indudingstratiform,confined block-type,non-artesianand artesian. This stnrctureisthe main hydrogeologicalfeature relevantfor the projectarea. It is located ina large tectonic synclinewhich morphologicallyformsthe large basinof the Syr Darya River reachingfrom the Ferganavalley in the South to the and Aral Sea in the North. The basin is formed by the gently folded and faulted Mesozoicand Cainozoicformationswhich are overlying a highly metamorphic,intenselyfolded Palaeozoic basementcomplex.The vertical depth of submergence of the hydrogeologicalcomplexvaries within the range of 500 - 2,000 m. Structural and lithological propertiesallow a subdivisionof the Mesozoic-Cainozoiccomplex into two hydrogeologicalunits: (i) the upper non-artesiangroundwaters of neogene-quaternaryage and (ii)the lower artesianwaters which are presumed much older. The non-artesianwaters are containedwithin the "Kyzylkum"sand layersof neogenequaternaryage, which forms the present-dayplain of Syr DaryaRiver. The flow of the subterranean waters is directed north-westwards,from the Kyzylkumplain to the present river valley. There is no continuous groundwaterflow-path to Aral Sea. The main resourcesof the groundwater are associated with the quaternary alluvial, neogene- quaternary and cretaceousaquifer systems, these are of economic importance for the region.These sediments form the alluvial plains and terraces above the flood-plain of present day water courses. They comprise a sequence of sandy materials and sandstones. The largest thickness of this alluvial layer (up to 30-40 m) was registered in the valley of Syr Darya River and within the areas of the fossil river channels of Kuvandarya and Zhanadarya. The depth of the groundwater surface in this aquifer varies from 1to 8 m below ground level. In the fossil river channels with coarser materialsgroundwater is extracted from wells, which can yield 10-25 11s. The reservoir properties of these zones are good enough for groundwater extraction on an economic scale, with filtration coefficients up to 27 mlday and coefficientsof transmissibilityof 50-200 m2/day.The salinity of subsurfacewater is highly variable and rangesfro 0.5 to 65 g/dm3.A salinity of 0.5-1 g/dm3with the hydrocarbonateand sulphate-hydrocarbonate calcium-sodiumchemical composition prevails in the floodplains. It needs to be recognized, however, that these hydrogeologically beneficial properties exist mainly in the fossil and current river channels were higher transport energies have created grain size distributions towards coarser fractions (sand, gravel). The plains and plateaus between the river valleys are characterized by finer lithologies, with fine sands and silt prevailing, which have distinctly lower permeability's and transmissivities. Near the coast of the Aral Sea the ground composition is more and more influencedby evaporites, such as gypsum, halite and a variety of other salts which have been deposited as chemical sediments after evaporationof the aqueous solutions. As evaporites are often groundwater barriers the aquifer system are confined to marinequaternary sediments. The groundwater near Aral Sea is characterized by salty and bitter brines,containing sulphates and abundant sodium-chloride. AquifersofPliocene-quaternarysedimentsare developed practicallyover the whole territory. They are generallycovered by aeolian sands enablingseepage and accumulationof meteoricwaters. The thickness of this upperaquifer varies within the range of 0.2 - 47 m. The filtration coefficientsamount to 0.1-1.0 mlday. The well yields in the Aral Sea regiondo not exceed0.5 11s usually; in the eastern part of the basin yields are 3-7 Its,with most wells in the range of 2-4 11s. Groundwateris mostly brackishwith mineralization of up to 3 gll; the salinity is 10-30 gll in the Aral Sea region. The KZSWHWC~EARep~200902026~disclosure.doc Page 47 Rev A :12 1 December ZOOBFebruary 2009 chemical compositionof water is mostly characterized by hydrocarbonate,sulphate and chloride, and Calcium and Sodium. The aquifer is widely underlain by Palaeogene and Neogene (marine basin type) clays which act as groundwater barrier. Their thickness varies from 10 to 180 m. In a structure called Lower Syr Darya anticlinalfold numerousoutcrops of these Palaeogene clays can be observed. Borderingthe project area to the South-Eastthe Zhetysu-TienshanComplex is located.This orogenic region is associated with folded Palaeozoic bedrock which includes a series of large intramontane basinswith Mesozoic and Cainozoic sediments.The region consistsof four major basins, one of which lieswithin or close to the projectarea: The Central-Tienshan basin (V111-2)which drains westwards towards the Syr Darya River. This basin contains mainly aquifers of fractured rock type comprising both artesian and unconfinedgroundwater reservoirs. Host rocks are generally highly metamorphic,deformed and fractured crystallinebasement rocksof Hercynianage, as well as intramontanebasins containing younger sedimentary series of the Jurassic, Cretaceous,Palaeogene and Neogene. The older metamorphic rocks host groundwater mainly in fissures,joints and fractures, as well as karst systems, while in the intramontanebasinsporousaquifersdominate.The water retentioncapacity, permeabilityandconductivityof the PrePalaeozoicand Palaeozoicformationsis determinedbythedegree offracturingand resultingopen discontinuities as well as karst cavities.Groundwater is most abundant in zones associatedwith largetectonicfaults and karstic phenomenain the carbonate rocks. The water content of the unconsolidated Mesozoicand Cainozoicsedimentsdepends oln their lithologicalcompositionand granulometric distribution. However, these aquifers are of minor importance in the basin due to their small area size and the small thickness of the aquiferous strata. Well yields in these younger sedimentarybasins usually do not exceed 3-4 11s. The mean salinity is 0.4-0.6 gll. The chemical type is generally hydro-carbonatecalcium-magnesiumwaters. Dependingon topography the depth of the ground water surface ranges from 11-94 m in the plateau and hilly areas; in the river valleys their level is 3.0-1.5 m below ground level. These waters are formed in a zone of active replenishment by freshwater from precipitationand snowmelt, thus low salinity waters (up to 0.5 g/l) of hydro-carbonatecalcium-magnesiumtype dominate. The groundwaterflow direction goes towards the adjacent basinsIplains of Syr Darya and Chui-Sarysu. Due to intrusions of varying ages into the Pre-Palaeozoic and Palaeozoic base rock formations the basin is highly inhomogeneous.Thus the yields of wells and springs vary within a vely large rangeof 0.2 - 92 Ilc. Groundwater is replenishedmainly by atmospheric precipitation, glacial and snow melt. 4.5.4 Key Hydrogeological Features of the Project Area Over most parts the alignment runs in the Syr Darya Basin. To the South and South-East the Zeytsu-Tien-ShanBasin borders, however its hydro(geo)logicalinfluence on the project area is small. The surface water network of the project area is generally sparse. There are about 10-20 natural river courses crossed by the Alignment in the South KazakhstanOblast and signifcantl:~less in the Kyzylorda Oblast. Around the city of Kyzylorda the alignment runs through irrigated agricultural land for several 10s of km. To the north of the KyzylordaOblast the river network becomes extremely sparse. Natural wetlands occur in small patches along the alignment in a few areas, but only near KyzylordaCity the alignment of a new bypass will actually cross a wetland area. KZSWHWC-EARep-200902026-disclosure.doc Page 48 Rev A 1 2 1 December 2008February 2009 In the Syr Darya Basin there is an unconfined near-surfaceaquifer consisting of porous materials, mostly fine sand and silt. The groundwater of these near surfaceaquifers is unprotectedfrom surface influence and will be replenishedmainly by seasonal precipitationand snowmelt, although artesian contributionsfrom lower aquifersare also possible. Near (active and fossil) river channels and valleys coarser materialsoccur, where economic water extraction is possible. These zones 1 corridors are usually restricted to no more than several 100sof meters in width. Deeper groundwater layers are of the confinedtype (i. e. lying under/ between impermeablestrata) and separated from the near surface aquifer by a sedimentary series of marineclays, which act as effective groundwater barrier and prevent the vertical migrationof potentialcontaminants.Artesian waters generally originate from these deeper aquifers below this clay barrier. Dueto the high evaporation ratio and the poor drainage of the wider region (Aral Sea Basin)the groundwater of the project area tends to be naturallyelevated in salinity and mineralization,which restricts groundwater use for agricultural purposesand as drinking water. Sulphatecontent (so4'-) may need to be consideredfor some sections of the project area due to its corrosive propertiesfor concrete, e.g. in foundations, piles and other structures in contact with GW. Existing impacts include elevated concentrations of heavy metals (especially lead) in the immediate vicinity of the road, as well as wide spread elevated concentrationsof Nitrates (NO;) and chemical compounds occurring in fertilizers and pesticides. However, no comprehensiveinvestigationsand detailed data exist on these issues. Usabilityand utilizationof the uppermost aquifer is deemed low. Due to the fine matrix of the ground permeabilities and correspondingflow velocities are low, as well as the gradients of the groundwater surface. Deeper aquifers are shielded and isolated by low permeabilitygeological strata and often pressurized, leading to artesian conditions. Thus a correspondencebetweenthe uppermostaquifer and any deeper groundwater bearing strata is considered highly unlikely.The economic potential of the uppermost aquifer is very low (see Annex 5-9) mostly with sustainable potentialyields of below 1 l/s/km2.Economicscale water extraction is not undertakenfrom the uppermostaquifer level. Overallthe potential for impacts on groundwater quality and the projectarea's hydrogeological conditions is deemed very low. 4.6 Ecology and biodiversity 4.6.1 Flora. There are no legally protected areas or habitatsof rarelendangered species affectedwithin the Project site, nor were any such sites currently under considerationfor such legal status at the time of project planning. See also Section 4.3.2, soils and vegetation. 4.6.2 Fauna Kyzylorda Oblast According to phyto-geographical zoning, KyzylordaOblast is located in the Asian arid regionwhich is in the Iran and Turan subregion of the West-Northern Turan Province,and part of it lies closer to the boarder of the South-Kazakhstan Oblast in the NorthernTien Shan Province. Vegetation is represented by diverse edaphic species, which are dependant on the soil type. Pelophytic(clay loving) species predominate (42.3%) as well as other plant assemblages KZSWHWC~EARep~200902026~disclosure.doc Page 49 Rev A :12 1 December2OOBFebruary2009 whose distribution is dependanton factors such as salinity and specialisation to hostile conditions such as aridity, minimal soil cover and exposed rock. Homogenousvegetationdeserts(20.6%) occupyvast areas to the east of the Aral Sea and the Caspian Lowland. Sand massifsand Kazakh Uplandare largely representedby a small number of highlyadapted species. Homogenouscover of Anabasis salsa, A. aphylla and Haloxylonaphyllum on desert loam soils is typically widespread. Perennial halophytic (Anabasis salsa, A. aphylla, Atriplex cana) and annual halophytic species (Climacoptera brachiara, Salsola foliosa) in deserts also occupy large areas in the Ural Plateauof this sub-zone and predominate in combinationwith Artemisia semiarida and A. terrae- albae species in loamy saline lowlands. Vegetation in the Northern Tien Shan Province is representedby frutescent (shrub-like)deserts with ephemerals, steppe-like deserts with herbs (Stipa sareptana, S. Richteriana) and ephemerals (Poa Bulbosa). Lands are largely used for pastures and are only partially suitable for agriculture, depending upon the relief. South-KazakhstanOblast Vegetation is diversified as well as soils: the zone is representedby deserts, semi-deserts and mountains. According to phyto-geographical zoning, the highway is located in the Asian arid regionwhich is in the Iran and Turan subregion of the West-Northern and Karatau Province - submontane short- grass semi-savanna. The lower level of vegetation is formed by ephemeral and wormwood submontane deserts; the upper level is formed by ephemeroid and ephemeral species where Poa bulbosa, ,arex (' pachystylis and C. physodes predominate (in sands). Submontane deserts relate to various geographic variants of Central Asian type: West Tien Shan, Altay, and Fergana. The most typical in the Province are ephemeroid and sprawling Artemisia species submontane deserts (Artemisia diffusa, Poa bulbosa, Carexpachystylis), whereas hilly and ridge sands are covered by ephemeroid brush and ephemeroid white saxaul. Bottomvegetation abounds in species compositionthanks to supplementary humidification by surface and rain waters. 'The aforementioned groups of species are admixed by meadow species: bluegrass (Agropyron), milfoil (Achilles millefolium), liquorice (Glycyrrhiza), etc. Elevatedfoothill plains - consisting mainly of loess -are covered by short-grassephemeral sedgy bluegrass(Poa) species, often mixed with perennial herbs (such as Phlomis, Cousinia, Eremostachys, etc.) or hemi-ephemeroid tall-grass (such as Ferula, etc.). Most stony areas are covered by ephemeroid and wormwood (Artemisia) species with domination of specific Seriphidium-type wormwood which is not typical for desert species in lowlands (At-fernisia tenuisecta, A. haratavica, A. valida, A. namanga-nica, etc.), and sometimes can be mixed with petrophilousbrush (such as Amygdalus, Atraphaxis). Karatau mountainous Sub-province differs by its specific fauna and vegetation as well as by distinctivezonality which includes sub-mountainousdeserts; Karatau Egnatioides zones with ephemeroids, steppe herbs and phryganoid subshrubs (Artemisia haratavica, Poa bulbosa, Rheum maximoviczii, Festuca valesiaca, some types of Lepidolophaspecies and others); steppes with phryganoid sub-shrubs and epherneroids (Festuca valesiaca, Stipa KZSWHWC~EARep~200902026~disclosure.doc Page 50 Rev A :I2 1 December 2008Feb~ary2009 caucasica, Lepidolopha karatavica, Ferula haratavica). Vegetation cover in all zones is largely represented by petrophyticthorns, suffruticous and thorn-grass species which have been referred by Kamelin R. (1979, 1990) to phryganoid types. Such species are formed by Lepidolopha gomolitzkii, L. krascheninniko, Rhaphidophytonregelii, Jurinea suffruticosa, Cousinia mindschelkensis.Syr-DaryaKaratau mountains still preserved rare and originalvegetation species such as: Pyrusregelii lightforests, Fraxinus sogdianaand Populusberkarensisflood-plain forests and Spiraeanthus schrenkianus brush species of relict types. The majority of species are endemic to the Syr-Darya Karatau ridge. Winter grains (wheat, barley), Lucerne (Medicago sativa), carthamus(Carthamus tinctorius)are cultivatedfrom domestic plants; corn, cotton (Gossypium) and cucurbitscrops are cultivatedin irrigatedareas. The most common weed species are oxtongue (Picris), Aleppo grass (Sorghum halepense), corobind (Convolvulusarvensis), Cynodon (Cynodon dactylon), and cane (Phragmites). A small massif of forest-meadow soils under tugai vegetation is in the Tamerlanovka region,Arys River bottom-land. Wildlife Wildlife in the Kyzylorda Oblast is not characterized by a high diversity species and subspecies. In the region of the highway, gnawing animals (Rodentia)are abundant:ground squirrel (Citellus), jerboa (Dipodidae), gnawer beetles (Trogidae),and field mouse. Hedgehogs (Erinaceus) and shrew (Soricidae) are known from the insect-eatinganimals; reptilesare represented by copperhead snake (Agkistrodon),viper (Viperidae),and lizard (Lacertilia). Significant amounts of various bird species inhabit Kazakhstan,includingpermanent and temporary nesting and migratory birds. Birds in the Kyzylorda Oblast include: black-necked(Podiceps nigricollis)and little (Podiceps ruficollis)grebes, big and little gannets (Phalacrocoraxcarbo, Ph. pygmaeus), curly and European white pelican (Pele-canus crispus, P.onocrotalus),spoonbill (Platalea leucorodia),glossy ibis (Plegadis falcinellus), houbara (Chlamydotisundulata), thick-knee (Burhinusoedicne-mus),white- tailed lapwing (Vanellochettusia leucura), brown pigeon (Columba eversmanni), ringdove (Streptopeliasenegalensis), saxaul desertjay (Podoces panderi), saxaul sparrow (Passer ammodendri). The region is mainly represented by marbledduck (Anas angustirostris),blue-dun screech owl (Megascops), Egyptian nightjar (Caprimulgusaegyptius), Menetrie's warbler (Sylvia mystacea), pied chat (Oenanthe picata), pied bushchat (Saxicola caprata), pre-Asian trumpeter bullfinch (Bucanetes githagineus), harrier eagle (Circaetus gallicus), booted eagle (Hiera-eetus pennatus),golden eagle (Aquila chrysaetos), lammergeyer(Gypaetus barbatus), neophron (Neophron percnopterus),vulture (Aegypius monachus), griffon (Gypsfulvus),snow cock (Tetraogallus himalayensis), chukar (Alectoris chukar), crimson-wingedfinch (Rhodopechys sanguinea),green linnet (Chloris Moris),white-capped bunting(Emberizastewarti). Moreover pheasants(Phasianidae), ducks, geese, cormorant (Phalacrocorax),and sandpiper (Actitis hypoleucos)are encountered. Wildlife of the Kyzylorda Oblast currently comprises 32 identified mammal species. Examples are: jungle cat (Felis chaus), wolf, fox, hare, and boar. "Specific"species for the region are tawny owl (Stric Aluco), Hume's short-toed lark (Calandrella acutilostris),orphean warbler (Sylvia hortensis), Subalpinewarbler (Sylvia cantillans), paradise flycatcher (Tersiphone), white-throated Robin (Irania gutturalis), black-breastedtit (Periparus KZSWHWC~EARep~200902026~disclosure.doc Page 51 RevA :12 1 December 2008Febwary 2009 rufonuchalis)and yellow-breastedtit, crimson-wingedfinch (Rhodopechyssanguine,a),Turkestan greenfinch, and white-capped bunting (Emberizastewarti). Red List animals. Saiga (Saigatatarica). The major portion of the present range of the species is found on the territory of Kazakhstan(80-85%). Three different populationsof Saiga dwell in Kazakhstan: Betpakdala saiga (between the Balkhash Lake and the Aral Sea), Ustyurt Saiga (betweenthe Aral and the Caspian Seas) and Ural Saiga (between the Volga and the Ural Rivers). Inwinter part of the Ustyurt population migrates to the south, to neighbouring Uzbekistan and to a lesser extent to Turkmenia; Ural Saiga migrates to Russiaand in spring migration move in the opposite direction - to the Republic of Kazakhstan.The geographic range of Saiga has decreased significantlyover recent decades and are very scarce in Chuya Muyunkums, northern and southern Pre-Balkhash, the larger part of Aral Karakums and the east coast of the Caspian Sea.All three Kazakh populationsare even more isolated territorially. Marmot (Marmoia menzbieri).The worldwide geographic range consistsonly of three isolated species in Western Tien Shan: Chatkal and Kuraminmarmot (Uzbekistanand Kyrgyzstan)and Talass marmot (Kazakhstan).Talass geographicalrange, which is about 400 sq km, is solely in the South-KazakhstanOblast and occupies the north-easternend of the Karzhantau ridgt?and adjacent part of the Ugam ridge. The northern boundaryof the geographical range of the Marmota menzbierj in Kazakhstan reaches 42'10' Northern latitude; eastern range 70'00' East longitude; - and western is 70'30' East longitude. Three basic territorial groups are distinguished: Badam marmot (Badam River basin; Badam River watershed - Ugam River and its inflow -Aygyrdzhikhan River; Ugam marmot (Ugam River basin and Ugam -Sayram plateau; and Sayram marmot (Sayram River basin). Marmot live at 2000-3400 m above sea level. Due to the reductionof the geographic range, the lower boundary of the range rose to 2200-2500mabove sea level. The species inhabit Alpine and subalpine meadows and, to a lesser extent, grass steppe. The lower range populates the most snowy northern and north-easternslopes; the upper range lives at an alt~tudeof more than 2900m in southern and south-westernmoderately snowy and thus warmer slopes. Marmot settlements are distributed unevenly,depending on relief roughness, cliffs abundance, and scree debris. Their preferred habitat is smooth hillslopeswith moderatelytall and short vegetation; marmots prefer to settle near streams and large snow fields. Grass stays fresh for long and animals are provided with juicy food before hibernation. Persiangazelle (Gasella subgutturosa). Up until the mid 2othcentury it existed almost everywhere in semiarid and desert zones of Kazakhstanand its geographicrange spread from the Caspian Sea to the Ili basin. At present the larger part of the range is displaced far to the south. Sep,arate isolated populations were formed: in the Ili basin, Taukum, Muyunkum, Kyzylkum and Ustyurt- Mangyshlak species. Fixed uneven sands, rocky and clay deserts crossed by dry riverbedsand coveredwith brushwood of saxsaul, Calligonum, Salsola arbuscula and Ceratoidesor open rocky spaces with saxaul or pastures are favoured. According to official information sources, the designer engineers obtained letters confirrning that migration routes and important animal and bird habitat is not present in the area affected by the Project. Examplesof the types of fauna in the study area include the following. KZSWHWC~EARep~200902026~disclosure.doc Page 52 Rev A 12 1 Decernbe'r2008February2009 Figure 4-4 Types of Fauna (Rhombomys opimus)great gerbil (Merionestamarkcinus) tamarisk gerbil (Spermophilopsis)long-clawed ground squirrel (Dipussagiffa) hairy-footedjerboa (Hemiechinusauritus) long-eared (desert) hedgehog The abundance of the reptiles is very typical for this area. The lizard type is found here in three types: dexterous netlike and linear lizards, fringe-toed gecko and agama. KZSWHWC~EARep~200902026~d~sclosure.doc Page 53 Rev A :12 1 December 2008February2009 I (Saiga tatarica) saiga antelope fringe-toedgecko (Phrynocephalus)toad agama Birds residing this area are: (Podoces panderi) saxaul desertjay, desert warbler (Sylvia nana), (Podoces panderi) saxaul desert jay (Burhinus)dikkop In the Syr Darya valley there is also a plain (Otus) screech owl - (Otus scops) scops-o\vl. In the cane thicket one can also find wild boar, cane cat and wolves. 4.7 Archaeology and cultural heritage The main archaeological legislation is presented in Chapter 2. To date comprehensive information on the archaeological features that may be affected by the Project have not been made available from all the DEs, but this is currently being prepared to be availablefor inclusion into the lot-specific EMPs (to be finalized by the Contractors). The Mausoleum of KhojaAhmed Yasawi in Turkestan is in the wider Project area, but will not be affected due to the large distance from the alignment. The area around Sauran has a high potentialfor late finds 1chance finds (see below and Chapter 5), however in the vicinity of Sauran the roadwill be reconstructed without widening on the same alignment. From discussions with the KZSWHWC-EARep-200902026-disclosure.doc Page 54 Rev A :I2 1 December ZOOBFebmary 2009 DE responsible for the Shymkentbypass it is apparent that there may be some archaeological features that may influencethe precise routing of the new bypass. 4.7.1 World Heritage Site in Turkestan The Mausoleumof Khoja Ahmed Yasawi, in the town of Turkestan (formerly Yasi), was built at the time of Amir Timur (Tamerlane),from 1389to 1405. In this partly unfinished building, Persian master builders experimented with architecturaland structuralsolutions later used in the construction of Samarkand, the capital of the Timurid Empire. Today, it is one of the largest and best-preservedconstructionsof the Timurid period. It is situated about 2 km from the future bypassalignment. Currentlythe main traffic is passing about 400 m from the site, thus the impact on the monument is expected to be positive in terms of reducing potentially harmfulemissions (NO,, SO,). The Monumentis part of an organized, controlled and patrolled heritage site, thus any damage by illegal material sourcing, vandalism or looting in connectionwith the road project can be excluded. 4.7.2 Sauran The ruins of Sauran medievalfortress are situated in the open desert, 40 km to the North-West from Turkestan city (before the 17th c. - Yasi) (Kyzylordaregion, Kazakhstan Republic).These are the most spectacular and well-preserved medieval ruins in Kazakhstan. Medieval Sauran city is regarded and described as a standalone city oval in shape and surrounded by fortified walls. The surrounding neighbourhoodwith remnantsof mediaeval agricultural and irrigation layout planning is supposed to be a vast farm district, the extent of the area of which is still under interpretationby experts. From visual examinationand particularlythe air photos it is possibleto distinguish some household plotswith enclosed rectangulargardens and vineyards, and a network of irrigation ditches and canals. As far back as the end of the 60's as a result of decoding air photos of the city neighbourhood,the traces of the kariz Ikahrez, undergrounddrainage galleriesto supply ground water to the city (Akishev, Baipakov 1973, 76-78)were found. Therefore, summarizing the materials and observations and the analysis,the concept of the "Sauran archaeologicalcomplex" was proposed.The "Sauranarchaeological complex" can be considered as an ensemble of diverse and heterogeneousarchaeological sites relatedthrough time by historicalfate and by structure- forming relations. The area of Sauran archaeological complex according to preliminaryestimates covers approximately 30-35 km2stretching from North-eastto South-West (Figure4-6). In the lower southern section (see Figure 4-5) from NW to SE it is crossed by the Project highwayand a railway with corresponding alignment from NW to SE. A present necessity is to ensure state protection not only of some monuments(fortress of Sauran, Karatobe, etc. with a 50-meter protection belt according to the "Monuments' Conservation Act") but also the zone (territory) of their spread as an archaeological conservation area with relevant planning of land use, granting an adequate status (Act of the Republic of Kazakhstan "On Conservationand Usage of the Historical and Cultural Heritage",Articles 36 and 37). The precise legal status of the proposed archaeologicalreservation area is not known, but it will under all circumstances be necessary to adhere to all the national archaeological legislation, involve the relevant authorities and apply the late finds protocol.All the studies, liaison and fieldwork will be undertakenfollowing award of contracts to the Contractors,who will be responsible for managingthese issues. The PMC will ensure from the Client's side that the provisionsfor - - -- - - - - - - KZSWHWC~EARep~200902026~disclosure.doc Page 55 Rev A :12 1 December 2008February 2009 cultural heritage protection laid out in the tender documents are implementedeffectively during construction. The highway section passing Sauran 1crossing the proposed archaeologicalreserve zone will involve reconstructionof the road on the existing alignment, within the ROW only. Nloroad widening is plannedas the road will remain a 2-lane highway and the main works will be rehabilitating embankment, road base and surface. A key principle to befollowed in this section near Sauran is to strictly disallow any local materialsourcing, but to bring in aggregatesand fill from areas at a safe distancefrom the site. Figure 4 5 Lower section of the Big Figure 4-6 Plan of prospectiveSauran Sauran kariz. Aerial photo (2006) archaeological reservationarea Another potential area of potential impact is associated with the mediaevaltown of Tashanak, located in the 2057-2135km section. The Archaeological Expertisefor this section resulted in a substantial cost estimate for the survey and conservation of any monumentsaffected. 4.8 Natural hazards Serious seismic activity in the South part of Kazakhstantends to occur every 80 to 100 years. The last period of seismological activity happened between 1885and 1911. Duringthat per~odthere were serious earthquakes at Belovodskoye in 1885, Vernenskoye two years later and Keminskoye in 1889. detailed information has not been available, but the Design Engineersinformed GD that the structures that are proposed have been designed to withstand earthquakes.Seismicity of the area is 6 points of Richter scale. KZSWHWC~EARep~200902026~disclosure.doc Page 56 Rev A :12 1 DecemberZOOEFebruary2009 The major natural disasters that occur in this area are desertification and dust storms (the territory close to Aral Sea), degradation of vegetationand radiation. There are natural sources of radioactivecontamination.Types of radioactivecontaminationare divided into naturaland human-made.The territory of the region has a high radioactive background,this is due to the presenceof Shu-Sarysuskoy and Syrdarinskoyprovincesthat contain a large reservoir-infiltrationuraniumdeposits. 4.9 Land use 4.9.1 Introduction This section of the report presents informationon land use along the highway alignment. The vast majority of land in the Category B section is flat, open Steppe, typified by grazing of livestock.The land use through the CategoryA section is far more diverse and includes several large settlements and some highly organisedagriculture 4.9.2 Set.tlements and Communities Kzylorda Kazakhstan region population- 631,800 (2008). The land area - 226,000 sq. km. Density - 2.8 people per square kilometer.The populationof Kzylorda region of Kazakhstan is two- thirds urban, located mainly along the Syr Darya River valley. 7 rayons: Aralsk, Dzhalagash, Dzhanakorgan, Kazalynsk, Karmanshik,Syr Darya, Shyely, 3 cities, 287 villages. South Kazakhstan region of Kazakhstan South-Kazakhstanoblast, as the administrativeand territorial unit,was established on March 10, 1932. The oblast is located in the South of the country and is one of the largest in Kazakhstan. The oblast territory is 117.3 thousand sq. km. Population- 2282,5 thousand people. Density - 19.0 people per square kilometer. It borderswith Uzbekistanin the South-West and with Kyrgyzstan in the South-East. The South Kazakhstan oblast 12 rayons: Baydibek, Kazigurt, Maktaaralsk, Ordabasynsk, Otrar, Sayram, Saryagash, Syzaksk, Toleby, Tulkubas, shard&. 8 cities and 876 villages. The Turkestan ancient city is a tourist destination due to the historical and religious significance. 4.9.3 Industry Kyzylorda region Types of industry: oil, construction materials (prefabricated concrete). Mineraldeposits include various salts, ochre, and construction materials. Russian space satellites are sent up from the large launch site, Baikonur, near Leninsk. South-Kazakhstan Region The leading industries of South Kazakhstan region are nonferrous metallurgy, cement, textiles, chemicals and food. Mineral deposits include natural uranium, barite, polymetallics, brown coal, iron and construction materials. Lead and zinc are mined in the Karatau Mountains and lignite in the Lenger area. 4.9.4 Agriculture Kyzylorda region -- - - - - - - - - KZSWHWC-EARep-200902026-d~sclosure doc Page 57 Rev A :12 1 December 2008Febnraty2009 Rice is the most important crop, melon fields. Karakul sheep, horses, camels, pigs and poultry are raised.There are fisheries on the Aral Sea and a fish cannery at Aralsk. South-Kazakhstan Region Agriculture is largely irrigated; the chief crops are cotton, grains (including rice), tabaco, fodder, and vegetables, and there are extensive vineyards and orchards. Sheep, horses, camels, pigs and poultry are raised on the desert pastures in winter and the alpine meadows in summer in South Kazakhstan region of Kazakhstan. 4.9.5 Road side vendors Along the route there are a variety of sporadic roadsidevendors, typically comprising~cafes, small shops and re-fuelling(fuel) stations. Some of these establishmentsare rather rudimentary, whilst others are well constructed and well maintainedfacilities. As part of the studies informationwas collated on their legal entitlement,which was found to be variable, with many facilities having no legal certificationand land use registry(Cadastre). These issueswill be fully addressed by the Social ImpactAssessmentthat is being conducted in parallel to the EIA and therefore information is not repeated herein. 4.10 Road network and traffic 4.10.1 Road condition A detailed description of the existing road and its alignment is not availablefrom all of the design engineers and the information is of a very variable quality acrossthe DEs. Therefore, information has been extracted from the design coveringthe section 1980-2057kmand is presented as a typical description of the existing highway; although the road does vary throughout its length,as does the degree of undulation and wearing course condition. The width of the carriageway of the existing road of Illtechnical category is 7.0-9.0 meters.The width of the road shoulder is 3.0-6.0 m. The surface of the road is rough, its thickness is up to 2.5- 3.0 cm. The pavement is of a two layer construction.The top layer's thickness is 5-8 cm, the bottom layer's thickness is 5-15 cm. The road base comprisesgravel with sandy aggregate,with a thickness of 5-15 cm, lies below. The foundationlsub base comprises gravel with sand aggregate with a thickness of 5-50 cm. The sub base of the existing road is sourced from material adjacent to the road alignm~ent. The maintenance of the existing road is complicated by irregular surface subsidence d~ueto the lack of compaction during the construction of the road base, which was crudely mounded to form the embankment. 4.10.2 Traffic volumes Detailed information on the existing traffic compositionand levels and forecasts of future levels has not been made available to date and data from the FS is somewhat variable in its quality. An extract of available information in presented below in Figure 4-7, which shows truck traffic levels and a forecast for 2020. KZSWHWC~EARep~200902026~disclosure.doc Page 58 Rev A :12 1 December 2008February 2009 Figure 4-7 Truck traffic levels Along the Border cross road KZSWHWC~EARep~200902026~disclosure.doc Page 59 Rev A :12 1 December 2008February 2009 5. ENVIRONMENTAL IMPACTS AND MITIGATION 5.1 Background This ESlA has been undertakenby GeoDataPlus(GD) based on the designs provided by the individual Design Engineers(DEs),which were based on the recommendationsof the Feasibility Study (FS). It is understoodthat the FS consideredthe 'do-nothing' option and the 'upgrade highway' option. Throughoutthe design of the Project rigorous, progressive ESlA has been carried out in step with data and informationbecomingavailable to the ESlA Consultant. It is; understood that the DEs have worked on preferred designs advocated in the FS, and the authors of this ESlA have no information as to whether or to what extent other alternativedesigns or options were consideredduring the FS. Thus this ESlA report has been conducted largely following the FS preferred options developedto moredetail during the current design phase. In additionthe 'do nothing' option is presented in the context of impact analysis.. As the designs are still being finalised and as the ESlA work has been conducted in parallel and results are available in form of the EMPs, it should be possibleto incorporate its findings into the ongoing design work, therefore achieving an iterative process of design and environmental assessment. ESlA good practice includesfor an iterative processwhereby as designs are developedthey are evaluated for their environmentaland social (E&S) effects and then the resultsfed back into the ongoing design. This is particularlythe case when adverse E&S impacts are forecast. To date, the Design Engineers have largely developed their designs in parallel and somewhat independentlyof the overall ESlA being undertaken by GD. Thus, for example, up to mid December 2008 GD were only primarily able to carry out limited public consultations at two main locations, Turkestan and Kyzylorda, as the designs were not all available at that stage. Subsequently, following preparation of the draft ESlA report (and preliminary ResettlementPlan) towards the end of December 2008, additional public consultationswere conductedin approximately6 communities along the highway route and are reportedon herein in Annex 12, as part of the 'information disclosure and public consultation process' required under the Bank's OP 4.01 and OP4.12. As forecast in the draft ESIA, this consultation did result in some community oppositionto some of the designs, most notably concerning the elevated section in Temirlanovka.The community feedback regardingthe proposed elevated structure through Temirlanovkahas prompted the RC to commission the designers to develop an alternative approach such as a bypass. A definitive alignment does not yet exist for a bypass and therefore it is not possible in this report to evaluate its E&S effects. This work will become the responsibility of the Contractorthat is commissionedto conduct detailed design and construction through this section of highway, in the context of the EMPs that the Contractors will be required to prepare for the individuals lots. In accordancewith Kazakhstan legislation, an EIA is requiredfor each project and therefore each of the 12 DEs was initially expected to prepare an EIA for their lotlsection. However, in order to finance the overall ESlA study by GD, resourceswere re-allocatedto GD, who was also requiredto provide the 12 ElAs in addition to this overall ESIA. From discussionswith the DEs in Clecember 2008 it became apparent that several of them were also continuingto prepare EIA information and possibly apply for the Ecological Expertise. In one case (Kazniipi Dortrans,for the Zhanakorgan bypass)the Ecological Expertise submission has been made (early December)and this has also includedthe application for Archaeological clearancelapprovalfor this Project section. The Archaeological Expertise has been processedand includes recommendationsfor field - -- KZSWHWC~EARep~200902026~disclosure.doc Page 60 Rev A :I2 1 Decernbtx 2008Februat-y 2009 investigations,which the Project should finance. Some additionalwork has been conducted since December 2008 (see Table 5-1) and this leaves 5 Ecologicaland 4 Archaeological Expertiseto be processed. The permittingsystem from a national perspectiveis also presented in Table 5-1. Detaileddescriptionsof the designs, alignment and construction aspects have not been provided by all DEs. At the time of reportfinalization less than half of the DEs had provided sufficient information that would allow a comprehensiveevaluation of design aspects, such as land affected and its usage, borrow pits, laydown areas and similar features. This informationhas been used to scope the E&S issues that are likely to arise and for which mitigationstrategies have been developed. KZSWHWC~EARep~200902026~disclosure.doc Page 61 RevA :12 1 December 2008Febmary2009 ' 1 m -J P W N - r A 2 - -. L m o 0 C. (0 P 3 5 ,-(D 9. s u D) 3 3 u a d < E Kustanydorproject KM V) d $ d 2 d d ~ 1240-1398 cn iomen $ $-. c n c n : V) 0 CV) Kazniipi Dortr'ans KM d < cn cn P (D 1398-1578 2 $ 2 ,Kazdomy KM 1578-1702 -. a Engineering Centre Astana (D g, D KM 1702-1807 3 iSi 8 x X 5 -u Institute Geoproject KM D 2 D) 2 2 C 1 1807-1837 OD -J '" 3 3 C?, 0) CL < < a Kazdorny KM1837-1917 (D E cn 2 -.71 Kazdorproject KM1917- B 6: 1980 2 (D w cn 2: -1 5' --a. DortransKM 1980- %- < $ $ $ < < ,Kazniipi c n v , v , d d $ 8 , 2057 V) V) d d d < ,Shimkent KazdorprojectKM cn V) v, 2057-2135 ,InstituteGeoproject KM N 2135-2231 < ,Kazakhstan $ $ w 2231-2260 5.2 Methodology Chapter 4 providesa descriptionof environmentalbaseline conditions in the Project Area. This baseline knowledge permits identificationof environmental parametersthat may be affected by the proposed Project. The potential positive and negativechanges resultingfrom the Project activities are predictedfor the ProjectArea duringthe construction phase and into operations. These predicted changes (impacts) are then evaluated using a significance ranking process. An outline of the impact assessment procedureis as follows: ldentificationof the baseline receptors; ldentification of the key project activities; Impact evaluation; and Significance ranking. This ESlA has focussed on the environmentaland social aspects, but has not included land compensationand resettlementaspectsfor ProjectAffected Persons (PAPS),which have been considered separately. 5.2.1 Baseline Receptors A baseline receptor (BR) is any part of the environmentthat is considered to be importantor valuable and merits detailed consideration inthe EIA process. In this context the broadest definitionof 'the environment' is applied, such that BRs may be selected according to economic, social, aesthetic or ethical criteria, as well as by considerationof physical and biological characteristics. The process of selecting BRs may consider legal status, scientific or culturalvalue, and public perception; and may account for the views of national or local government, international, national or local non-governmentalorganisations,or the general public. The selection of BRs is dependent on the nature of the proposedproject, because only those environmentalcomponents that have the potentialto be affected by the project are selected. 'This depends on the types of interaction with the environmentthat the proposedproject is expectedto have, given its component activities and area of influence. A BR may not have the potentialto be affected by routine project activities, but could be impacted by non-routineevents. Based on the environmental baseline of the Project Area, BRs (aspects) have been identifiedand are listed in the following tables, along with the potential impacts and mitigationwhere required. 5.2.2 Project Environmental Aspects The Project description provided in Chapter 3 of this document has been summarised into key environmentalaspects that will occur throughout the life of the project. An environmental aspect is an element of the project's activities that can interactwith the'environment. The key aspects associatedwith the Project activities are presented in Table 5-2. KZSWHWC~EARep~200902026~disclosure.doc Page 63 Rev A :I2 1 December 2008Februa1-y2009 Table 5-2 EnvironmentalAspects IProject Component / Environmental Aspects 1 I 1 I Removal and disposal of existing road surface Demolitionworks for bridges and other structures I Removalof habitat for wideninglland take I Working over rivers and wetlands I Pedestrianand community safety I Procurement and delivery of construction materials I 1 I Access to and from the highway under improvement Traffic movement through the ProjectArea Construction Use, maintenance and repair of equipment and machinery I / Potential polluted run-off Air and noise pollution from preparationof construction materialssuch as bitumen, asphalt and concrete. / I Extractionof sands and gravels for embankmentsand roacl bases I I I Construction camps Waste and hazardous materials management Service disruption (electricity, telecoms, water, gas) I 1 Disruption to irrigation and drainage infrastructure 1 Operation of the road facility I I Traffic movement and driver safety Community safety Induced development Operation Highway run-off management Livestock safety I / Use of maintenance machinery and equipment I Airand noise quality Accidental (Non- Spills and leaks Routine) Events - ~-- - - - - Page 64 Rev A .12 1 December 2008February 2009 - Project Component Environmental Aspects I I Inappropriatewaste disposal and littering I 5.2.3 Consultations Consultationswith relevant Governmentalorganisations and the public are an important component of the ESlA process. They often providevaluable insight in to the ProjectArea and act as a source of guidance in the scoping of the ESlA study, ensuringthat all the appropriate issues are addressed and that official organisations are in agreementto the scope of the study. For the draft ESIA, GD held Publicconsultations(see Appendix 11-1)to discuss the EIA TORSin Kyzylorda(9116108) and Turkestan (9117108. The locationswere selected in consultationwith the Road Departments, becausethey offered the best access for all local government agencies, Kyzylordais a regional centre and Turkestan is an important cultural and tourist city. The reports from these consultations are presented in Appendix 11. In January 2009 the draft EIA report as well as the draft Abbreviated Resettlement Plan were presented in a series of consultations in about 10 communities along the alignment. Two of the consultations were observed by the Bank team and found to be open, transparent and effective in fostering free and unencumbered expression of opinion by the affected stakeholders. There were significant concerns raised about some of the design features (e.g. Temirlanovka Overpass) and many constructive proposals received from the local population on the presented design and its environmental and social performance. Such proposals included solutions for traffic safety (especially pedestrian safety), animal crossings, noise protection and community cohesion. The proceedings and results were summarized in a Consultation outcome report (Appendix 12),which is the basis for communicating required design changes from the Committee for Roads (CR) to the design engineers responsiblefor individual lots. In accxordancewith the World Bank'sOperational Policy on disclosure of informationOP 17.50 the ESIA report (in English and Russian Languages)will be published on a Projectwebsite established within MOTC as well as in the World Bank's Infoshop (http://ao.worldbank.orq/EXFM3GNEG0).Further, the MOTCIRCwill continue its outreach to stakeholdersand send emails or letters of invitation providing details including dates for any further public hearings, as part of ongoing design and project preparation work. 5.3 Impacts and mitigation during Construction There are 5 types of works which have common associated environmentalissueswhich will be repetitivethroughout the Project area: a road rehabilitation (same alignment, no widening) within the right of way (ROW) road widening (e.g. from 2 to 4 lanes), mostlywithin the ROW a new construction on a new alignment1 ROW, e.g. bypasses major structures (underpasses, intersections,flyovers) a major river crossings, bridge rehabilitationand new bridges. This section of the report presents information on the potential EBS impactsand their mitigation, commencingwith those associated with 'general' highway upgradingand then presents information on more specific issues, such as bypasses and particular localities. The general potential impacts KZSWHWC~EARep~200902026~disclosure.doc Page 65 Rev A :I2 1 December2OOBFebruary2009 and mitigation are largely common to the bypasses and other specific sections and are thus not repeated.The general upgrading has been consideredto be the upgradefrom 2 to 4 lanes, as the renovation of the existing roads (without widening), where bypasses are to be installedwill differ from that involved in widening the road, with concomitant land take and associated effects. The potential impacts and mitigation are summarisedin Table 5-4 and include an analysis of the residual impacts, assuming the mitigation is effective. The table also includes aspects of management and monitoring, as it is likely that routine in-countrymonitoring and delivery of effective mitigation is unlikely to meet best internationalpractice that would ensure delivery of the Safeguards Policies practiced by the World Bank. Thus the report makes recommen~dationsfor an effective level of on-site monitoring during the constructionphase. This section of the Project(Category A) will be developed in parallelwith the first phasefor the road section between the cities of Shymkent and Kyzylorda (approximately461 km), as well as the city bypassfor Kyzylorda (about 20 km). This section has been classified environmental Category " A , as most of the alignment entails widening of the road from a two lane cross section to four lanes, and the construction of several large bypasses and structuressuch as flyovers and bridges. For the on-line widening potential impacts include land take, removal of road side vegetation and planting, interferencewith irrigation and drainage infrastructure,removalof roadside infrastructure, relocation of overhead (electricity) and underground services (cables, pipes), and rerrioval of several income generating activities and businesses such as petrol stations and cafes. It is anticipated that temporary haul routes and temporary roads will be constructed in parallelwith the existing road, probably by graders levelling the surface sufficientlyfor vehicle traffic. It is common practice in Kazakhstanto leave such areas untreatedafter construction, but in order to reduce the overall impact (landscape and habitat) it is recommendedto de-compactthese routes and reinstate the top layer of soil to encourage reinstatement.Exceptionsmay be made for areas with dense vegetation, for which a fire-break is sometimes provided. The contracting arrangementsfor the Project are not yet finalized,work on the tender packages will be started only after the project has been approved by the WB Board of Directors. However,an international Project Management Consultancy(PMC) will assist in implementationsupervision and will entail a team of environmental specialists to monitor and (contractually) enforce EMP implementation.As part of this it will be essential that the recommendationsof this ESlA and its EMPs are given ownership and are effectively managed. It is presumedthat the MOTCIRC will take ownership and will manage the implementation along with the PMC, inserting the relevant specifications in the bid documents1contracts and providing leadershipin ensuring that the World Bank requirements are delivered. The institutionalcapacity of the MOTCIRC is not well1know at this stage, but it is considered that there is a need for some institutionalcapacity building in respect of E&S commitments and their delivery. This importantitem has therefore been included in the EMPs, over and above the capacity building that will form part of the PMC contract. 5.3.1 Rehabilitation of existing road Rehabilltationof the existing road will occur in two situations,namely online rehabilitationof the existing road North of Kyzylorda (Category 6) and along the existing road where new bypasseswill divert through traffic away from the settlements to be bypassed (in both Category A and 6 sections). Typically this does not result in widening of the road area and as such potent~alE&S impacts are limited. Precise details are not available from all the DEs, but the work typically comprises removal of the wearing course, repair and correct compactionof the sub bas~e,repairsto - -~ KZSWHWC~EARep~200902026~disclosure.doc Page 66 RevA :12 1 Decembar 2008February 2009 the embankments and cross drainage and replacementof a new wearing course. It is assumedthat street furniture and signage will be replacedor repairedduring this process. . 5.3.2 ~ e n e r ahighway upgrade l This 'general' highway upgrade compriseswidening of the road from typically 2 lanes to 4 lanes, predominantlyon-line, often with asymmetricalwidening and with the sharper bends straightened in accordance with the design standard of 120km per hour. The E&S issues includethose associated with land take adjacent to the existing road and in the road corridor, where bends are removed to achieve design speed curvatures. Plantingand vegetation will be removed and irrigationand drainage infrastructurewill be affected and services such as overhead electricitycables will require to be relocatedfurther outside of the corridor1ROW. Disruption to through traffic and noise and disturbance, along with materialextraction and delivery to site are potential issues. Air qua//7y The works will require considerable amounts of plant and machinery including bulldozers,graders, asphalt laying plant and road rollers. Temporary routes may also be required adjacentto the existing road and is considered a major source of dust which must be controlled through dust suppression techniques, such as water spraying from bowsers. Trucks hauling dry materialswill also be required to be covered to reduce dust nuisanceand health issues for workers and nearby residents. Water resources Works have the potentialto damage irrigation and drainage infrastructureand adverselyaffect water resources through accidental spillage of fuels and other hazardousmaterial during construction, as well as increased erosion and resulting turbidity. It will be necessary to develop working methods and proceduresfor storing and handling materials, minimisingspillageand for clean up of spilled materials and filtering process waters before reachingthe surface drainage network.This aspect has been accommodatedfor by specifying that a waste managementplan is prepared by the Contractors. On the area of the Kyzylorda bypass the swamp lands appear as a result of flooding during river channel overflow. Such lands are undoubtedlyvaluable as lands suitablefor bird nestingand animals adjusted to living close to settlements. During constructionthese animals may be affected by the road traffic, as well as by construction machinery and equipment during road construction, reconstruction, maintenance and repair, as well as by the materials used for the works. The following requirements should be implementedduring constructionto minimizethe impacton surface and ground water: Areas where water is regularly used for dust control including materialbatching,should be equipped with a drainage system that preventswater pollution by suspended solids. No discharge of materials or substances produced in the courseof the works into water bodies or natural depressions. No washing of equipment, especially rinsing of concrete trucks in any surface water courses. Ensure that all permanent and temporary passages and spillways on the constructionsites and beyond are kept free from waste. KZSWHWC~EARep~200902026~disclosure.doc Page 67 Rev A :12 1 December 2008February 2009 All contaminatedwater from constructionsites should be collected disposed of in accordance with the waste management planthat the Contractor is requiredto prepare. It will be necessary to avoid re-fuellingof constructionequipment in the immediatevicinity of water sources. Eco/ogy and biodiversity The baseline data of ecological resources and biodiversity are available at an overview level. Comprehensivesurveys have not been undertaken, but are plannedfor the detailed design phase in specific road sections (notably the Kyzylordabypass),following appointmentof Contractors. It should be noted, however, that overall the roadfollows and all bypasseswill remainwithin a wide corridor where infrastructureand populationare concentratedand which is already irnpacted by a scope of human activities. During field studies under this consultancyas well as independent field reviews by the Bank team no indicationswere found that valuable natural habitatswill be seriously impacted, and endangeredspecies, notably larger mammals or birds, will be put und'eradditional stress. It is known that birds use the Syr Darya River corridor as a migratoryflyway, howeverwhilst the road predominantly follows the river potential impacts are not anticipated given the large distance between the road and river. Inaddition, for the majority of the alignmentthe upgrade works comprise on-alignment improvementsinvolving only minor encroachment into adjacent lands. No protected areas or locations of protected species are known from the vicinity of the road and therefore it is concludedthat impacts are minor (see Appendix 5-14). Potentialimpac1:s are forecast to be restricted to the localities of the two crossingsof the Syr Darya River. Sources of impact of the highway Projecton flora and fauna include: traffic, constructionvehicles and machines and materials used during construction. abstraction and use of non-renewablenatural resources (road constructionmaterials: stone products, sand, crushed stone etc; construction material extraction. structures' effects on hydrology and possibly birds. pollution from vehicle exhausts and highway run-off, noise and vibration L andscape, Geo/ogy and s017s The soils are variable along the route of the road, being strongly saline, silty and fine and at times sparsely vegetated and prone to washout and wind erosion in many places, particularlyin the Category B section North of Kyzylorda. In generalthe soils improve towards the South, in linewith increased precipitation and organic matter content and vast areas are utilisedfor both irrigated agriculture and arable (cereal) production. Soil conservation measuresare recommencled throughout the Projectworks and despite the topsoil resources being limited, it is esseritial that they are conserved effectively by good soil handling practices, as this will be crucial to successful reinstatementand prevention of erosion. In contrast to most of the Category B section,which has a predominantlyflat, featurele:;~ landscape, sections of the Category A alignment include rolling hills and formally planted roadside verges, which define the road alignment within the visual envelope. During online widening much of this planting will be lost and it is strongly recommendedto conduct landscape planting as part of -- ~ KZSWHWC~EARep~200902026~disclosure.doc Page 68 Rev A :I2 1 December 2008February2009 roadside reinstatement, as this reduces the visual impact, provides a partial barrier to the airshed (vehicle emissions)and offers habitat to disturbancetolerant species. Due to the prevalenceof lead in fuels in the country, it is also recommended to undertake some soil analysis to evaluate potentialtoxicity of soils that could affect constructionworkers or areas where the soil is re-used for landscaping. Noise and disrupfion Potential noise and disruptionwill affect any residentsand land users in the vicinity of the road, with the greatest effect consideredto be in and around settlements, particularlythose which are not bypassed by the Project. Noisy activities includegraders and bulldozershandling road materials, compacters and rollers preparing road bases and asphalt machineryduring preparationand laying of new surfaces. Demolitionand constructionof new structures is also a considerablesource of noise and disruption. Contractorswill have to develop working methodsthat.reducefugitive noise and disruption and allow an interface with residentsto make representations,as part of the grievance mechanism, so that works can be completedwithout causing major disruptionto residents. Archaeo/ogy and cu/fura/ herifage 'The potential exists for heritagefeatures to be damagedor lost during road widening, with the potential greatest in areas which are known to have importantfeatures or areas in which heritage features are discoveredduring the works. The hierarchyof measures that is typically followed is desk study, field surveys and then on-site supervisionduring the works (watching brief), with works following a Late Finds Protocol(see below). At time of report finalization the archaeologicalexpertises have not been completed by all design engineers, howeverthis will be completed by the Contractorsonce they have been appointedand have progressed the detailed designs. Dependingon whether or not anything is found during the future site surveys the study is initially paid for by "Dortrans"(the NationalDesign Institute under the Ministry of Transport). If something of significance is found further studies are to be paid for by the road construction companies, which ultimatelyis the responsibilityof the MOTClRC and therefore a cost estimate has been provided in the EMP. "Chancefind" proceduresare basically consistentwith World Bank requirements. If something is found, work is immediatelystopped the Archaeological lnstitute is informed and becomes legally responsible.The Archaeological lnstitute investigatesand secures the site and only after their evaluat~onis finished work is permitted to proceed. One 'hot spot' area for archaeology is the section developed by the DE KazNllPl Dortransto the North of Turkestan,which passes the ancient city of Sauran. As is described earlier, a large area has been proposed as an Archaeological ReservationArea Figure 4-6, which stretches across the railwayand road to be upgraded. The exact legal status of this proposal has not been established to date, however the DE has applied for an Archaeological Expertise and the result is presented below in Table 5-3.A beneficial factor for this section is that design foresees no road widening but ' only repair of the existing configuration. Effective protection measureswill include to restrict all access into the future reservation area, and especially ban any materialsextraction or deposition, establishment of temporary works, storage areas or camps. KZSWHWC~EARep~200902026~disclosure.doc Page 69 Rev A :12 1 December 2OOBFebruary 2009 Table 5-3 Results of Archaeological Expertiseobtained to date Customer Section Base of expertise Conclusion Recommendations KazNllPl 2055 - 2057 km Visual observation, Monumentsof archeological Dortrans Length of archive materials, importanceweren't found, no alignment-20 observationof heritageareas km stratigraphicalsituation, topographical maps 1398 - 1578 km Visual observation, 9 objects were discovered- During the construction works, it is necessary to consider I archive materials, Cemeteriesof XVIII-XX centuries. safety zones (buffer area) specified for cemeteries Length of observation of They are located from 8-140 according to the SNiP, or to identify another dimension of alignment -180 stratigraphicalsituation meters from the axis of the road. buffer area based on agreement with the local authorities. km. Width of observationarea Monumentsof archeological Inorder to avoid damaging to any objects discovered it is 1 I -400m(200m importanceweren't found, no important to install protective fencing along the perimeter of from both sides) heritage areas each cemetery and maintain it during construction. J KazDorNll 11578- 1702 1Visual observation IMonumentsof archeological according to the importanceweren't found, no Length of alignment was given heritage areas alignment-124 by customer. km KM, width of observation area - 400 m (200 m from both sides) KZSWHWC~EARep~200902026~disclosure.doc Page 70 Rev A :12 1 December 2008Febnrary 2009 Customer Section Base of expertise Conclusion Recommendations 1837- 1917. Length of alignment-80 km. Width of observationarea -400m(200m from both sides) KazNllPl 2055 - 2057 km Visual observation, 15 monuments of historic culture Duringthe constructionwork in order to avoid damaging any Dortrans Length of archive materials, that are part of the Medieval town objects discovered it is important to install protection fences alignment -2 km observation of of Sauran (belongs to 15-16 along the perimeter of each of the monuments. In case stratigraphical situation, century AD) are known: changes to the existing alignment (road widening), and topographical maps. monument are inside a construction area, it is important to 14 - suburban chateau make urgent archeological survey on its screening and 1 - kyariz ancient irrigation system reinstatement of all monuments (the preliminary cost is 110,900,000.00Tenge). Construction will take place only after Shymkent Some monuments of history Preliminary cost of archaeological survey for all monuments is Kazdorproject culture that form part of the 175,944,660.00tenge Medieval town of Sauran are I discovered: I 1 It is important to make archeological survey on its screening suburban chateau, kyariz ancient and reinstatement of all monuments. irrigation system 1Medieval town of Tashanak According to the local Kazakh legislation (article 2, The Law of the Republic of Kazakhstan 'On Protection and Use of the KZSWHWC~EARep~200902026~isclosure.doc Page 71 Rev A :I2 1 December 2OOBFebruary 2009 Section Base of expertise Conclusion Recommendations HistoricalCultural Heritage"): In case of finding archaeological and other objects having a historical, scientific, artistic or other cultural significance during the performanceof such works the enterprises,organizations, institutions, public associationsand individualsshall be obliged to inform the authorized agency for protectionand use of the historical cultural heritage of this fact and suspendfurther operations. The complex archaeological survey must be conductedbefore Single burial mound beginning constructionwork Engineering 7 object was discovered- During the construction works, it is necessary to consider CentreAstana safety zones (buffer area) specified for cemeteries Modern cemeteries according to the SNIP, or to identify another dimension of the buffer area based on agreement with the local authorities. KZSWHWC~EARep~200902026~disclosure.doc Page 72 Rev A :I21 December ZOOBFebruary 2009 An outline Late Finds Protocol (LFP) has been developed during this ESIA, as follows: The overall goal of the protocol is to take appropriate protective measuresfor significantlatefinds. The operational success of the protocol will be measured by its ability to rapidly distinguish legitimate late finds from other finds and to take appropriateaction in each case without causing significantdamage to the archaeologicalheritageof the country or unnecessaryconstruction delays. Archaeologicalresources consist of surface and near-surfaceartefacts and related materialsin a spatial and stratigraphic context, which constitute a unique scientific, artistic and cultural record of the past societies that created them. Furthermore,where no contemporarywritten records of a past society or culture exist, archaeologicalremains may constitute the only extant record of that people. Without necessary informationand planning, ground-disturbingprojects such as this Project have the potentialto damage archaeologicalsites and artefacts,thereby diminishing the referenced scientific and cultural values. Archaeological sites are consideredto be an important and irreplaceableaspect of any country's cultural patrimony. Constructionimpacts to archaeologicalsites may be significantand are nearly always irreversible.They are, however, preciselydefinable in their spatial extent and do not extend beyondthe specific impact-causingconstructionactivity. The protocol includesfor: Employ qualified technical stafffor archaeological monitoring, which will be a requirement in the Contractor's specification for the EMP that he is required to produce prior to work commencement; Be integrated into the project Environmental ManagementPlan (EMP); Includeefficient formal lines of communicationsand reportingwith Contractorstaff and with external national archaeological agencies (throughout the detailed design stage and through construction);and Set out clear decision criteria for potentialactions in response to specific types of finds and employ appropriate actions that are also practical for use in the context of a large construction project. The LFP will operate through a system whereby the relevant archaeologicalauthoritiesandlor archaeologicalcontractors provide on-site supervisionand provide a responsefunction in the event that resources are located or suspected as being present on the work site. Itwill be the decision of the designated archaeological representativeto determine the nature of the actions to mitigate potentialimpacts to late find areas. An hierarchyof actions will be developed by the Project in coordination with the relevant authorities. Mitigationwill include aspects such as site avoidance, special construction techniques, minor re-routesor rapid archaeologicalevaluation, or as a last resortwork stoppage until clearance is given by the authority. At the Project planning level. Kazakhstan has strict laws on protection of cultural propertiesand historicalsites. The regular procedure is for the design instituteslengineersto submit a draft design to the Archaeological Institute who then performsa site survey. To date not all DEs have progressedthis aspect and it will becomethe responsibilityof the Contractor following award of contract. If there are no issues, the Archaeological Institute issues an "archaeologicalassessment certificate"which is submitted to the Ministry of Culture for approval. There are regionaloffices, KZSWHWC~EARep~200902026~disclosure.doc Page 73 Rev A :12 1 December ZOOBFebruary2009 however it is only the Almaty Office of the Archaeological Institutethat is authorized to do the site survey. Traffic and driver safety The works have potentialto cause major disruption to through traffic, as well as causing unsafe conditionsthrough interactionwith slow moving constructionvehicles and plant. Constructiondust and materials represent another source of nuisanceand danger to through traffic. Itwill be essential to maintain an efficient traffic flow during the constructionworks to avoid considerable delays and to ensuredriver safety. Appropriate advanceand site signaige and detours will be required throughout the duration of the works. In addition, to the main works contract, it is recommendedthat the Contractor(s)prepare detailsof traffic management and safety plans in advance for agreement of all parties and make these plans publicallyavailable to miriimise traffic disruption. 5.3.3 Bypasses Kyzylorda bypass The proposed scheme in this section involvesconstructing a bypass to the city of Kyi:ylorda of ca. 20km and a new bridge crossing of the Syr Darya River. The bridge structure has allc~wedfor passage of flood waters underneath following the Spring snow melt and for ice flows during its design. Potential E&S issues include working in the seasonalwetlands and the riverin~ehabitats, with potential damage to sensitive features and spillage of construction materials such as cement, fuels and oils. The West part of the bypass comprisesflat, hypersaline,fine grained, sandy I silty I clayey soils with dry scrubland vegetation with occasional trees, patches of bare soil with salt crusts. The land appears to be of marginal value, not suited for agriculture,with obvious signs of salini:jation and a strong anthropogenic impact. There is a network of small roads and tracks, one major irrigation canal, power lines, settlements and individual houses, unregulated borrow pits and gravel extraction areas and unregulatedwaste disposal (mostly domesticwaste). At the left bank of the irrigation canal the land is seasonally inundatedand in the Spring the canal flow rate is up to 208 m3/sec.Generallyfollowing the bypass route the soil was noted lo be highly saline and used extensively for informal garbage disposal. The site of the Syr Darya crossinghas a similar land use. The land near the river is highly saline and seasonally inundated ancl suffers from informal garbage disposal. Part of the alignment will run close to an area which the city master planforesees as a future recreationaland buffer zone, therefore it will be necessaryfor city planners to reconcile the bypass and any future induced developmentwith the master plan by appropriate measures such as sound barriers and green corridors. The South East area is similar to the West, with existing anthropogenicimpacts including roads and tracks, power lines, unregulated sand extraction and waste disposal,canals, settlements and grazing of cattle and goats. Areas to the North and East include old borrow pits with little apparent regulationand no reinstatement. Baseline data of ecological resources are available only at an overview level, as detailed field data have not been collected along the bypass route, but field observationsindicate a rather limited KZSWHWC~EARep~200902026~disclosure.doc Page 74 Rev A :12 1 December 2008February 2009 ecologicalvalue. Additional field data may be collectedfollowing award of contract to the Contractor and progression of the detaileddesign. Dependingon the amount of data to be researched(which is expected to be limited)this will be carried out by a Consultant under responsibilityof the Contractor and under supervision of the PMC, or by a third, independententity. It is known that birds use the Syr Darya River corridor as a migratory flyway, howeverwhilst the road predominantlyfollows the river potential impacts are not anticipatedgiven the large distance betweenthe road and river. Also the road has been existing for several decades. No protected areas or locations of protectedspecies are known from the vicinity of the road or where it crosses the river and therefore it is concluded that impacts are minor. The mitigation to be employed will includeadherence to the fuels, oils and hazardous material managementplan that will be developed by Contractorsat commencement of the works. This should minimise the chancesof impactingthe riparian habitatsat the bridge crossing section. Turkestan bypass This option involves online upgrade along the alignment of the existing bypass around the city and new crossings of the railway line twice. Zhanakorgan bypass This bypass of ca. 21km in length bypassesto the North East the settlementof Zhanakorgan, passingthrough predominantlyopen grazing land. The Project includes a 120m long bridge over the railway and road and replacementof an existing bridge of 36m over the Besaryk River, as well as drainage infrastructureof pipes and culverts. The DE has calculated some of the constructionlogistics, includingoutline material identification and their sources as: Bitumenfrom Russia - railway delivery(2145km) Gravel, sand from a local Shalkiin quarry (haulage deliveryfrom 53km) - Reinforcedconcrete structures from Almaty - railway delivery (1040km) The constructionworks includethe taking of additional land for temporary use, includinga temporary bypass section of over 6km in length. lkan Bypass This 12km long bypass to the West of the settlement passesthrough many fields that are used for cotton cultivation and therefore attention must be given to minimising effects on the irrigationand drainage features in the area. Shieli Bypass This 10km long bypasstraverses largely open ground and will have limited environmentalimpacts. Shyrnkent bypass This long bypass includes five new underpassesand a new bridge over the River. The route is predominantlyacross open lands including grazing areas and organized agriculturewith arable crops. KZSWHWC~EARep~200902026~disclosure.doc Page 75 Rev A :12 1 December2008February2009 5.3.4 Major structures and lntersections Temirlanovka The original design foresaw an elevated structure of about 2.9 km lengthwhich would be built on the alignment of the current throughway 1main road of the village. It would require the closureof parts of the existing road underneathwhere the structurewould be installed at times during of the works and can be expectedto cause significantdisruption to the residents during constructionbut more so during operation. The DE's sub Contractor (Dongsung Engineering) has reportedthe intentionto minimise nuisances during construction,but given the limited space and the large structure, considerable disruption is likely. Large lifting equipment will be required to manoeuvre the prefabricatedbridge sections into position and attach them to the structure. The structurewould result in the demolition of some properties, but precise details are not available. The structure would also incorporatea suspension bridge over an intersection of ca. 63m length. Precise details are not yet available, but likely the construction periodfor the structure could be up to 2 years. This design concept presentedduring the second wave of public consultationsin Jan~uary2009 was heavily criticised by the local population(despite strong support by local Government)and has found no acceptance. Thereforethe elevated structure will be replaced by an alternative solution, most probablya bypass outside the built up area with a new bridge crossing of Arys River. The design of the bypass and its alignment is not available presently, and the production(sfa detailed EMP will become the responsibility of the Contractor,following award of the contracts for detailed design and construction. lntersections There are a number of large intersections proposedat the junctions with the existing road and bypassesand at major crossings with roads. The designs proposed are typically 'clover leaf' arrangements,which are very large and would require large land take. To date the DE:s have not proposed alternative configurations,whilst it is possibleto use a less costly and more land efficient junction, particularlywhere traffic volumes do yet warrant such an elaborate arrangement. The E&S effects of the clover leaf junctions include large land take, landscape impacts and an effective sterilisation of the land within the intersection.Where feasible, landscapingand planting could be considered to reduce the visual effects. 5.3.5 Major river crossings and bridges Some major river crossings and bridges have already been considered as part of the bypasses which require new bridges and river crossings and hence the evaluation is not repeatedhere. 5.3.6 Impacts and mitigation analysis The descriptions of the potential impacts and mitigation are provided in the sections above and a tabulated summary is presented below in Table 5-4, which also assigns a significanceto the potential impacts and the residual impacts. The table is structured to present the type of work, the E&S aspect, potential impacts and significance and then the residual impact after applying the mitigation. It should be noted that the impact tables have been preparedwithout all the detailed designs being available and are therefore at a somewhat generic level, however they are deemed to be representative of the impacts and their mitigationand when combinedwith the ELAPs should form an effective framework for managingthe E&S effects. KZSWHWC~EARep~200902026~disclosure.doc Page 76 Rev A :12 1 December 2008February2009 Table 5-4 Potential impacts during construction Significance Aspect Potentialimpact (Low, Mitigation Residual Medium, impactlcomments high) + = positive 0 = neutral - = negative On-line 2 to 4 lanes Air quality Emissionfrom construction vehicles - medium All vehicles, equipment and machinery used for Negligible. and machinery constructionwill be regularly maintained to ensure that the pollution emission levels conform to the standards prescribed Construction related dust, from - medium Dust suppressionwill be used on unsealed road Negligible. movement of vehicles at site and to surfaces, asphalt mixing sites and temporary sites from borrow and quarry sites, s e ~ i c eareas. I etc. Vehicles hauling materials will - medium Vehicles delivering material will be covered. Negligible. 1 generate dust nuisance. Soil Soil Erosiondue to inadequate and - high Re-vegetatebarrencuts and work areas as soon Negligible. immediateapplication of after the work has been completed as is practical. KZSWHWC~EARep~200902026~disclosure.doc Page 77 Rev A :12 1 December 2OOBFebruary2009 Significance Aspect Potential impact (Low, Mitigation Residual Medium, impactlcornments high) + = positive 0 = neutral - = negative Damageto soil through compaction - medium Strip off topsoil initially and then de-compact and Minor. along temporary work areas such reinstate topsoil for effective reinstatement. as laydownsites and transport routes. - - Illegalor excessive borrowing of - high Materials borrowedonly from authorised locations Negligible. earth for infill damaging natural for which a site specific EMP is made available resources. and has been approved by the PMC environmentalspecialist. Contaminationof soil from fuel and - high All fuels and oils stored in accordancewith Negligible. lubricants. international practice; bunded and impervious flooring. Pollution by fuels spillage. - high Constructionvehicles and equipment will be Negligible. maintained and refuelled at protected refuelling stations where practicable. Non-productive,barren lands, first - medium Re-cultivation of borrow areas wherever Negligible choice as approved and licensed practicable. borrow areas. Surface water Pollutionof resources by fuels and - high Fuel storage and refuelling sites located away Negligible. D!!s. from drainage channelsand important water bodies. KZSWHWC~EARep~200902026~disclosure.doc Page 78 Rev A :12 1 December 2008Februaly 2009 Significance Potential impact (Low, Mitigation Residual Medium, impacffcomments high) + = positive 0 = neutral - = negative Surface features damaged. - high Affected irrigation and drainage features will be Some infrastructure rehabilitated immediately. is in poor condition and replacement may actually be beneficial. I Construction materials blocking - high All structures and channels must be kept clear of Negligible. drainage and producing debris and immediately rebuilt if needed. Drainage contaminated run-off. from all sites to be channelled to discharge via percolation area and for sensitive sites through a settling pond with an appropriate retention period. 1 Pollution of groundwater by fuels - high Construction vehicles and equipment will be Negligible. , and oils spillage. maintained and refuelled at protected refuelling stations where practicable. All storage areas I 1Loss or damage to vegetation - medium Replanting plan to be developed Negligible. Failure to properly managektore - medium Cleary defined topsoil storage and handling in Negligible. topsoil, leading to degraded and contract specs. and follow up with regular substandard site reclamation and inspection 8 monitoring and reporting. KZSWHWC-EARep_200902026-disclosure.doc Page 79 Rev A :12 1 December ZOOBFebruary 2009 Significance Aspect Potential impact (Low, Mitigation Residual Medium, irnpactlcomments high) + = positive 0 = neutral - = negative re-vegetation. - Fauna Loss, damage or disruption to fauna - medium Constructionworkers will be directed not to disrupt Minor, most activity due to unnecessaryand un- or damage the fauna. will take place approved increases in construction within meters of work areas, soil compaction. existing alignment Fauna damagedor killedfrom - medium Oblast rules for hunting (Wildlife Protection)will be Minor. : unauthorisedaccess or hunting adhered to and rules for bird catching (Wildlife Protection)will be followed. Off-limitsfencing and signage where necessary. Landscape Landscape impact due to large - medium Implementbest practice soil handlingtechniques Minor. work areas. to allow for successful reinstatementof affected areas. Agriculture Damage to agricultural lands, - high Liaise effectivelywith PAPSbefore start of Minor. including drainageand irrigation construction, maintain dialogue, develop a infrastructure. grievance procedure, strictly control machinery and vehicle access and reinstate all affected - areas. Livestock safety Livestock resources damaged by - medium Liaise effectivelywith PAPSbefore start of Minor. machinery and vehicles. construction, maintain c!ie!ngue, deve!op a grievance procedure, strictly control machinery and vehicle access, consider fencing for KZSWHWC~EARep~200902026~disclosure.doc Page 80 Rev A :I2 1 December 2008February 2009 Significance Aspect Potentialimpact (Low, Mitigation Residual Medium, impact/comments high) + = positive 0 = neutral - = negative protection. Noise Inadequate prevention of - medium The plants and equipment used for construction Minor. construction-related noise from will strictly conform to MEP noise standards. vehicles, asphalt plants, crushing and batch plants and equipment. Disturbance to residents. - medium Working hourstactivities will be adjusted to avoid Minor. low-noise times. Protection of workers HBS - high Noise standards for industrial enterprises will be Low strictly enforced to protect construction workers from noise impacts, in accordance with international HSE procedures. Traffic Traffic disruption - high Develop and implement effective traffic Low management plans and make them publically available. Community Residents injured by construction - high Conduct safety awareness campaigns, focussing Residual impacts safety traffic and machinery on schools and children. will be dependant on quality and effectiveness of the campaigns. - - - - - Community Community loses access to - high Consult with local officials to establish an Medium and will -- KZSWHWC~EARep~200902026~disclosure.dac Page 81 Rev A :I2 1 December 2008February 2009 Significance Aspect Potentialimpact (Low, Mitigation Residual Medium, impactlcomrnents high) + = positive 0 = neutral - = negative economic resources, affecting income adequate detour plan and sufficient access to depend of activity generating activities. areas cut off or constrained by the work effectivenessof the plans implemented. Worker HSE Workers injured during construction - high Implementinternational HSE standards in all Minor and if contracts. standards and training is high, the working practices could be a beneficial legacy of the Project. Material Illegal or excessive borrowing may - high No earth borrowedfrom unauthorised locations. Minor. resources damage archaeological or land resources. Archaeology Loss and damage to cultural - high Conductedfled surveys prior to construction in Medium. and cultural resources 'hot spot' areas with potential value. Develop and heritage implement a Late Finds Protocol, including maintainingwatching brief during works, with clear proceduresfor protection and documentation. The highway runs through the - high Involve the Archaeological authorities at all stages Medium 'Prospec!ive S2ur.n Archaeological of highway upgrade design, due to the importance ReservationArea' of the area. KZSWHWC~EARep~200902026~disclosure.doc Page 82 Rev A :12 1 December 2008February 2009 Significance Aspect Potentialimpact (LOW, Mitigation Residual Medium, impacffcomments high) + = positive - = negative 0 = neutral -- Propertyand Reducedland or property values. - high Establish and maintain dialoguewith PAPSto Minor. landvalue reduce adverse effects as part of ongoing design and construction. I Waste Contaminationof soil or water - high Contaminatedor hazardous waste such as Minor. resources. bitumenwaste to be dumped in selectedareas & approved by MEPIMOTC or its consultants1PMC. All waste disposal to comply with a Waste Management Plan, to be developedat the start of construction. -- I 1 Pollutionof groundwaterand soils I - high ( Develop working method statement to include ] during demolitionof fuel stations. I 1 effective management of fuels. I Hazardous Soil andwater pollution. - high Constructionvehicles and equipment will be Negligible. materialuse and maintained and refuelled at protectedrefuelling storage stations. Fuel storage and handlingsites located away from drainage channels and importantwater bodies Soil and water pollution. - medium Develop plans for cement and wash-water Negligible management. I Construction Communitytension and disruption. - medium Evaluate locations for camps through ESlA Minor. camps process. Develop camp managementrules. KZSWHWC~EARep~200902026~disclosure.doc Page 83 Rev A :12 1 December 2OOBFebruary2009 Significance Aspect Potentialimpact (Low, Mitigation Residual Medium, impact/comments high) + = positive - = negative 0 = neutral Develop and implement a Project Induction trainingcourse that is mandatoryfor all workers; this will contain H&S, environmentaland social context components. Spread of disease, including STls. - high Conduct awareness campaignsfor camp workers Minor. and if relevant nearbycommunities. Water and soil pollution. - high The sewage system for such camps will be Minor. properlydesigned and built so that no water pollutiontakes place. Such facilities will be decommissionedat end of the construction period. Encroachment Land resources damaged. - medium Identifywork areas with Contractor(s) and Negligible. describesystem approvals for extensionsand fines for violations. Temporary Vegetation removed,soil - medium Removetopsoil layer initially and aflerwards de- Minor roads compacted, landscapeand compact routes and reinstate, except where a fire vegetation impacted. buffer zone is required. E&S control during project - high Includeeffective E&S monitoring and control as If implemented implementationinsufficientto part of the constructioncontract. efficiently, could be ensure mitigation. a positive Projeci legacy. KZSWHWC_EARep~200902026_disclosure.doc Page 84 Rev A :I21 December 200BFebruary 2009 ----I-- Significance Aspect Potentialimpact (Lo'W, Mitigation Residual Me1diurn, impacUcomrnents hig h) + = positive 0 = neutral .-negative - E&S auditingduring project - hi1 World Bank to provide in-countrysupervisionand If implemented implementationinsufficientto auditingto guarantee effective delivery of efficiently, could be ensure effective mitigation. safeguards policies. a positive Project - legacy. - Shymkent Damageto farmland and irrigation - m Liaiseeffectively with PAPs beforestart of - Minor networks. construction, maintaindialogue,develop a grievance procedure, strictly control machinery i and vehicle access and reinstateall affected + areas. p~ lkan Impacts on irrigatedagriculture, Liaiseeffectively with PAPs beforestart of includingcotton construction, maintaindialogue, developa grievance procedure, strictly control machinery and vehicle access and reinstateall affected areas. - Zhanakorgan Long bypasswith bridges and water - lo Standard mitigation, includingsoil protectionand - Minor crossings,also affects abandoned pollutioncontrol measures. irrigatedareas. -7- Shieli This 1Okm long bypass traverses - lo Standard mitigation, includingsoil protectionand - Minor largely open ground and will have pollutioncontrol measures. limitedenvironmental impacts. KZSWHWC~EARep~200902026~disclosure.doc Page85 Rev A :12 1 December 2008Feb~ary2009 - - Significance Aspect Potential impact (Low, IMitigation Residual Medium, impactlcornments high) + = positive - = neaative 0 = neutral 1Kyzylorda /Flora and faunaI , 1 Damage to riparian habitats of Syr - high The floodplain does not appear to contain much If implemented Darya River. 1typical wetland habitat, but riparian habitats are effectively, the valuable. Developworking method statements procedures could and proceduresto include effective fuel, oils and be a beneficial cement management. legacy of the Project. Major structures & Intersections Temirlanovka - - - - - I Community Residents injured by heavy lifting - high Develop an effective method statement for safety and overhead works in proximityto construction, in consultationwith the residents. residences and businesses. Serviceand Servicesdisrupted by large scale - high Develop an effective method statement for Potential low utilities constructionworks. construction, in consultation with the residents. adverse effect. Traffic Both through traffic and local traffic - medium Develop an effective traffic management plan for Potential medium or management. disrupted due to road closures and through traffic that also minimises disruption to low adverse effect, 'restric!inn during !ifing and residents. depending on the I overheadworks success of the KZSWHWC~EARep~200902026~closure.doc Page 86 Rev A :12 1 DecemberZOOBFebmary2009 Significance Aspect Potentialimpact (Low, Mitigation Residual Medium, impactlcomments high) + = positive 0 = neutral - = negative arrangements. Property loss Propertiesdamaged or requiringto - high Develop and implement a compensation scheme Potential medium or be demolishedto facilitate the that is compliant with WE! procedures low adverse effect, constructionworks. (ResettlementAction Plan). Providefor depending on the compensation and emergency managementfor success of the any accidental damage due to close proximity of compensation works to properties. arrangements. Clover-leaf Large land take and sterilisation of - medium Rationalise the need for and design of large Minor adverse intersections land. junctions and implementeffective landscaping and effect given large and flyovers. planting works to reduce visual effects. land resources. Major river crossings& bridges Damage to riparian habitats. - medium Develop working method statements and - insignificant procedures to include effectivefuel, oils and cement management and to limit encroachment. - KZSWHWC-EARep-200902026-disclosure.doc Page 87 Rev A .I2 1 December 2OOBFebruary 2009 5.3.7 Category B As this section of the Project (Aktobe-KyzylordaOblast border) has previously been screened and evaluated as being category B, a full ESlA has been deemed not to be required. Thi:j was determined as the majority of the improvementsworks are confinedto online widening and the general landscape is characterised by flat, Steppelands, with an absence of sensitivefeatures. This section of the report presents an overview of the potential impactsduring constructionand the mitigation and managementactions are contained in the EnvironmentManagement Plan (EMP)to the rear of the report. 5.4 Impacts during Operation 5.4.1 Category A This section presents the potential impacts and mitigation during the operation phase of the highway. 5.4.2 Rehabilitation of existing road The repaired sections of road will act as an efficient link to local traffic to and from the upgraded main highway. It is expected that they will be handed over to and maintainedby the local authority concerned. 5.4.3 General highway upgrade An environmental issue common to all road usage in Kazakhstanis the ongoing issue associated with the use of leaded fuels, which still predominate, and through the airshed and to some degree highway run-off, adversely affect roadsidesoils. Data suggest that due to the continuing use of lead in fuel, lead levels in roadside soils are 10-20times the Kazakhstan standard and in the roadside airshed, up to 3x the accepted levels. Given lead's well known effect on the young and their brains and motor functions and the fact that the most toxic (based on a previous modellingstudy) material will need to be handled during construction, a lead level survey should be undertakenifor every national highway and any other road where traffic levels are over 1000 vehicleslday. Consequently,road widening without knowledge of the toxicity of the soils and develop~mentof a better plan for the prevention of roadside land usefor the production of food, could put construction workers and roadside residents at risk of construction-inducedlead poisoning. Kazakhstanis pushingforward toward lead-free petrol but until that happens roadsideswill continueto be contaminated and roadside communities within 50m of the shoulders face ongoing lead contamination dangers. Accident data for Zhambyl Oblast (AD6 and ISDB sections) for 2006 indicated that 0.6% of all accidents were vehicle animal collisions. Inother oblasts this has been reported as higher and a growing hazard. Consideration should therefore be given to driver safety through pro~is~ionof fencing, at least near settlements and in areas with higher livestock densities. Mitigation during the operational period of the project will predominantlycentre on installationof noise attenuation measures associated with traffic noise, the maintenanceof roadsidevegetation barriers designed to attenuate some of the emissions as well as the noise. KZSWHWC~EARep~200902026~disclosure.doc Page 88 Rev A :12 1 December2008February 2009 Highwaysare a known obstacle to animal migration and much is documented on animal mortalities due to collisionswith motor vehicles. The issuetends to become significantwhen important migratory pathways exist which have been severed by road construction,particularlywhen affecting important or rare species. Species affected can include large and small mammals, as well as amphibian and reptiles. As the majority of the Project comprises on-line improvement,significant adverse effects are not necessarily predicted,as the road currently exists, however monitoring should be undertakento evaluate the impactsand undertake mitigation as required.An area where potential impacts are unknown, but are feasible, are the bypasseswhose routing is typically through open countrysideor farmland. It is recommendedthat additional studies and consultations are conducted during the detailed design to assess if mitigation is required in the design scheme. which could include additionalfencing, light-reflectorsor measuressuch as underpassesfor amphibianor reptiles. 5.4.4 Bypasses The ongoing issues with bypasses includerun-off and induced developmentdue to improved communicationswith the upgraded road. Increasesin noise, dust and air pollution are also feasible, particularly where the routing has traversed agriculturalland. Run-offshould be considered and managed for its potentialadverse impacton agriculturalcrops, particularly if leaded fuel is still prevalentfor some time in the future. 5.4.5 Major structures and intersections Temirlanovka An originally planned elevated structurewould have formed the dominant feature on the horizon for the majority of residents closeto the road. It would have changed the atmosphere of the small settlement from a rural villageto a more urban type environment, as the centre of the villagewould be dominated by the imposing elevated road. The original design sought to mitigate negative impacts somewhat by including a noise wall at the highway boundaryaimed at reducingnoise exposureto residents and to some extent vehicle exhaust gases and dust. However,the quality of life for residents adjacentto the structure would have been significantly negatively impacted. The structurewould appear to prevent any future widening on this alignment due to its proximityto the residentsand properties in the settlement. It is understoodthat the main highway network will be maintained by the regional authorities,whilst roads within settlementswill be maintained by local authorities. If this approach is followed, there would be the possibility that the local authority could be made responsiblefor the elevated section, which would have a much higher maintenancerequirementthan a local road, in addition to its lighting requirements,which might be a serious challengeto maintenancebudgeting. After local consultations and determined resistance against this solution by the residents, the conceptwas abandoned (see also section 6.4). 5.4.6 Major river ,crossings and bridges The ongoing issues with river crossings include run-off as well as increases in noise, dust and air pollutionwhich could affect aquatic habitats. Run-off must be considered and managedfor its potentialadverse impact on the river environment, particularlyif leaded fuel is still prevalentfor some time in the future. KZSWHWC~EARep~200902026~disclosure.doc Page 89 RevA :12 1 December2008February2009 Table 5-5 Potential impacts during operation T-- Significance Aspect Potentialimpact (Low, Mitigation Residual impact Medium, high) + = positive 0 = neutral On-line2 to 4 lanes Mandatory annual vehicle inspectionfor Air quality Increased air pollution. - medium heavy vehicles encouraged. - medium Regular maintenanceof the road will be done to ensure good surface conditions. Soil Erosion due to inadequate and - medium Re-vegetatebarren cuts and work areas as - low immediate application of soon after the work has been completed as stabilization techniques. is practical. Maintainroadside planting. Potential pollution from spillages - medium Developsystem of spillage control and from accidents and road clean-up; evaluate Oblast level existing maintenance. 1 I Changes to groundwater levels or - low Monitor groundwater patterns flows I Unmanagedstormwater drainage - medium The drainage system I ?nti!!be pericdically from road surfaces drained directly cleaned. -low into water courses leading to Undertake remedial drainage system repair 1 - - Page 90 Rev A :12 1 December 2OOBFebruary 2009 7 Significance Aspect Potential impact (Low, Mitigation Residual impact Medium, high) + = positive - = negative 0 = neutral I Noise lncreased noise along new - medium Consider landscape planting andlor fencing + low ( alignment in consultation with PAPS. I Failure to implement noise - low Undertake remedial planting and repair. abatement measures such as Monitor noise pollution and effectivenessof plantings, berm constructionor noise attenuation measures. noise barriers.,especially near sensitive receptors such as hospitals and schools, leading to chronic noise pollution I Traffic 8 driver II lncreased accidents due to higher - low I Good signage, traffic calming and speed + low 1 safety speeds. I enforcement measures required. I I I I Community I lncreased speed and traffic levels - high Undertake safety measures as part of the - minor safety pose risk to pedestriansand local I design, including overpasses, traffic calming users. and other procedures as necessary; consider ,educationof school children on road safety. - - Propertyand 1 Reduced property prices due to - low Considerthese factors during routing design - low I land value adverse effects of upgrade. to maximise positive benefits to people and their economic situation. Monitor adverse effects due to noise and develop mitigation such as planting or barriers. KZSWHWC EARep~200902026~disclosure.doc Page 92 Rev A :12 1 December 2008February 2009 5.4.7 Category B Rehabilitation of existing road The rehabilitation of the existing alignment into settlementswhere bypasses have been constructed is expected to yield environmentaland economic improvements,as travel times are reduced. General highway upgrade The vast majority of the alignment traverses an open steppe landscape that is hypersalineand supports predominantly saline tolerant scrub and sparse vegetation and as such potential impacts associated with the additional land take are limited. There are potential adverse impacts where know environmentalfeatures exist, such as at river crossings and sensitive archaeological sites and through irrigated agricultural areas fix rice cultivation. Bypasses The majority of alignmentstraverse open, saline landscapes and will have limitedadverse impacts. An important aspect will be soil handling to achieve successful embankment reinstatementand reinstatementof temporary sites for material handlingand transport. KZSWHWC-EARep-200902026-d~sclosure.doc Page 94 Rev A :12 1 December 2008February2009 6. ANALYSIS OF ALTERNATIVES 6.1 Introduction This section of the report presentsthe alternativesto proceedingwith the Project and includes an evaluation of the without Project and alternative design scenarios. The designs under consideration by the DEs were based on the findings of the feasibility study, which consideredthe do-nothing option and the upgrade highway option. It is understoodthat the DEs developedthe Project components based on the feasibility study, and they were not therefore requiredto consider alternative alignmentsfor aspects such as bypasses.Consequently,this study in some cases could not evaluate alternativedesigns developedto much detail, but focus on options provided by the FS and on a general plausibilityevaluation of logically possiblevariants. Analogous to the project impact definition there are several project scenariosto be consideredfor the definition of alternatives: Scenario Alternatives to be considered Basic road rehabilitation,either without widening only alternative:no project within the right of way (ROW) or with road widening (e.g. from 2 to 4 lanes) mostlywithin the ROW New construction on a new alignment 1ROW e.g. no project bypasses designed alternative alternative alignment definition Major structures (underpassesintersections no project flyovers existing design solution other locationsor design solutions lessening the footprint and improving environmental performanceof a structure Major river crossings bridge rehabilitation and no project new bridges existing design solution other locationsor design solutions lessening the footprint and improving environmental performanceof a a bridge In many cases the technical road design as well as geographic, technical,financial and other constraints do not encourage the developmentof several potential design solutions, in such cases the only alternative will be "without project". 6.2 Without project Without the Project, the road would continue to be a logistic obstacle to road transport form China to Russia and the economic benefits to Kazakhstanand surrounding economies would not be realised. Many sections of the road have parts where the wearing course is damaged and the road surface shows pronounced undulation, due to differential settlement of the road base. This condition adversely affects traffic safety and reducesvehicle speeds, as well as being an impedimentto safe overtaking of slower vehicles. - - - - KZSWHWC~EARep~200902026~disclosure.doc Page 95 Rev A :12 1 December2OOBFebruary2009 In general the environmental conditionsalong the road would continue as present. hdeasures foreseen for environmental mitigation and increasedtraffic safety as per design of the project, and resulting in positive impacts such as improved run-off managementand control, noise screens, dust control, safer pedestriancrossings and overpassesand speed control measureswould not, or to a much lesser extent be realized. Villages and cities would continue to experiencethrough traffic, which is negativelyimpacting community cohesion, health and safety and pose a risk especially to pedestrians, cyclists, animals and other non-motorizedroad users. 6.3 Bypasses The bypasses have been designed as an alternative to widening on the existing alignments, as the sections through the settlements are typified by residential and commercialdevelopnient closeto the existing road. The feasibility study judged that widening from typically 2 lanes to 4 lanes, to a national standard would be unacceptable,given the amount of demolitionthat would have to be undertaken to make sufficient space for the additional lanes. Moreover,the impacts resultingfrom increased traffic-associatedemissions (noise, dust, exhaust gases) are expected to increaseafter road rehabilitationand the expected rise in traffic volume. In most cases the DEs have not actually presented the positive and negative effects that would have allowed a comparison between original alignment and the construction of a new bypass. This aspect was not considered in any detail in the feasibility study, which consideredthe do-nothing and upgrade road options. The alternatives for bypasses differ from case to case and can be summarized as follows: The bypasses between the City of Kyzylordaand AMobe Oblast (Category B) are generally relatively short (several km) and either bypass small villages or optimizethe existing alignment by enlarging curve radiuses, eliminating unnecessary corners etc. Most of the bypassed settlements are surrounded by arid pasturelandwhich already shows some degree of degradation by overgrazing, garbage disposal, material sourcing and other human activity. The routing of the I bypasses in this context will have little influence on their environmentalperformance,thus a discuss~onof alternative bypass options is considered redundant. In the case of Zhosaly Bypass the routing of the alignment is constrained by the exisling bridge over Syr Darya,which is intended for rehabilitation but should remainon the existing location. The bypasswill cross some temporarily inundated lands, which were inspected regardingtlheir environmental sensitivity by a Bank team. It was found that they do not constitute sensitive habitats, as neither fauna not flora were observed to be present. The presenceof water is seasonal and does not support the development of specificwetland habitats. The surroundingsere already impactedby anthropogenic use (grazing, waste disposal, materials extraction, roads) and overall not environmentally sensitive. Thus a detailed investigation of alternativesis not warranted for the Zhosaly bypass. The Kyzylorda Bypass is more complex, has a larger dimension and is situated in an environmentally more sensitive area than the bypassesfurther North of the City. The alignmentwill run through a mixed environment influenced both by the proximity of the city, by competingusesfor space and land, and by the presence of wetlands and the crossing of Syr Darya river. 111addition to environmental sensitivities a number of social issueswill be touched upon: Part of the alignment will run close to an area which the city master plan foresees as a future recreationaland buffer zone, moreover existing settlements and individual houses close to planned bypass alignment will trigger issues of land acquisition, resettlement and impacts on existing settlements. The existing alternative foresees an alignmentto the SW of the city of Kyzylorda,crossing the Syr Darya River at a new bridge location and traversing land of mixed use and conditions (pasture, arid -- KZSWHWC~EARep~200902026~d1sclosure.doc Page 96 Rev A :I2 IDecember 2008February 2009 brush,wetlands, canals, residential,roads, degraded land with waste disposal and unregulated materialsextraction)for a length of several kilometres before linking again with the existing alignment West of Kyzylorda.While the impactsof this routingwill be significant and need to be carefully managed (see EMPs in the following section of this report),the selection is seen as optimizedin terms of environmental performance:(i) the route is kept as short as possible, alternative routeswould be considerablylonger; (ii) the impacts on wetlands have been minimized to the extent possible by routing and appropriatedesign measures; (iii) the necessityfor land acquisitionfrom private owners and the demolitionof property has been minimizedand is consideredacceptable; (iv) other alternativeswould be longer and would have comparable impacts (incl. the unavoidabilityof a new bridge over Syr Darya); (v) a no bypass alternativewould have a distinct negative impact on the populationin Kyzylordadue to increasedemissions and reduced traffic safety in the face of increasing traffic volumes. The bypasses South of Kyzylorda include Shieli and Zhanakorgan.The Shieli bypass traverses open ground with sparsevegetation and existing anthropogenicimpacts such as intense agricultural use. The Zhanakorgan bypass traverses open ground that is heavily influenced by previoususes including numerous access tracks, quarrying and former agriculture. 6.4 Temirlanovka Village The current preferred design option presented by the RC is an elevated section of 4 lane road approximately 2.9 km in length, constructedon concrete pillars to a height of ca. 6 m, with a width of about 23 m, following the alignment of the current village throughway. The elevated section would start near the NNW entrance of Temirlanovka and run almost through the entire lengthof the village before tying back in to the existing alignmentjust before the existing bridge crossingof the Arys River. It is understoodthat the DE considered one or more bypass alignments,but allegedly dismissedthem on cost grounds, due to their length and due to associated land acquisition and resettlement issues. These potential bypass alignments have not been presented by the DE, so it has not been possible to evaluate them for their E&S implications. It is also understoodthat the DE did not undertake public consultationson the preferredoption, but restricteddiscussions to the local authorities. However,following the Public Consultationsin January 2009 the community rejected the elevated structure and it looks certain that the design conceptwill be fundamentally changed and a re-evaluationof alternativeoptions, such as a bypass,will be undertaken. Without an available design for a bypass option it is not feasible to evaluate its E&S impacts, however generic impacts are attempted at this stage, particularly in view of the probable high cost of the elevated structure and the potentially significant impacts on the communityof Temirlanovka that would be affected by the elevated structure. Observation of aerial imagerysuggests that a bypass is feasible with moderate environmental and social impacts. Itwould affect a small number of private properties (most of the land is allegedly state owned) and would require the conversionof agricultural land. No sensitive natural habitats or protected areas would be affected. Environmental impactsof the new bridge crossing of Arys could be mitigatedwith readilyavailable standard measures. Once the alternative bypass design is developedto sufficient detail an E&S comparisonwill be warranted in compliance with WB procedures. It is anticipated that further E&S evaluationswill be undertakenduring details design for this section of the road. KZSWHWC~EARep~200902026~disclosure.doc Page 97 Rev A :12 1 December2008February2009 7. ENVIRONMENTAL MANAGEMENT PLANS 7.1 Introduction This section of the report presentsan Environmental ManagementPlan (EMP) for each of the CategoryA and B sections of the Project,which outline the management framework for how the environmental and social elements of the Project will be managedfrom detailed design and construction through operation. It is recommendedby this study that the Contractorsproduce an Environmental ManagementSystem(EMS) that is preferably IS0 14001compliant and a Project Environmental& Social ManagementPlan (PEMP) covering all aspects of the construction of the project, although this has not been confirmed by the Roads Committee or World Bank as of yet. The concept and use of EMPs has continued to evolve over recent years, with one of the main drivers being the successful implementationof recommendationsand proceduresadvocated in Project EMPs. It is now common practicein large scale infrastructureprojectsfor the ESlA to require the Contractor(s)to build on and expand the EMP producedat ESlA submiss~ionstage to provide details of how the Project commitments are to be implemented; essentially containing'the how, who and where'. Thus where an EMP specifies that fuels, oils and other hazardousmaterial shall be handled and managed in accordancewith best internationalpractice, many projects includea requirementfor the Contractor to produce a Project specific hazardous material managementplan. The details of this Project specific plan can then be monitored and audited so that the Project is compliant to both national legislationand InternationalFinancial Institutionpolicy and standards. In this regard this ESlA therefore recommendsthat the contract includes the requirementfor Contractorsto develop the plans listed below shortly after mobilisatiort. The recommendationfor assigning the responsibilityto Contractorsis viewed to be a more efficient strategy than placingthe E&S performanceburden on the MOTC per se or on the PM'C.This takes into account the very limited institutional capacity of the MEP, MOTClRC and the fact that international Contractors may be much more familiar with this way of working and may even operate IS0 Environmental ManagementSystems, as this is becoming more widespread. Thus they should readily be able to produce Project specific EnvironmentalManagementPlans that also meet the requirements of the national legislation.The added value of such plans is that theywill be very Project specific and can be compiled as part of construction planningfor aspects such as fuel stores, plant selection and performance and material sourcing and sub contracting. Detailsof the form of contract are not know at this stage, but it is assumed that the contractswill conform to international standards, that will include internationalH&S standards to protectall workers and community members in the vicinity of the works. Thus it is anticipated that all workers will be trained in their tasks; alljob itemswill be subject to prior risk assessment; Contractorswill provide an inherently safe place of work, with safe standards and appropriate training; and workers will conform to Personal Protective Equipment(PPE) requirements. In view of this, an exhaustive list of H&S standards and procedures has not been included in the EMPs. KZSWHWC~EARep~200902026~disclosure.doc Page 98 Rev A :I2 1 December2008February 2009 Table 7-1 Management Plans Project Induction An importantmechanism for commencing work with due recognitionof E&S standardscomplying with InternationalLender requirements is a Project Induction. It is expected that all Contractorswill put all Projectstaff through an initial Projectinduction, covering health and safety standards/procedures and an overview of E&S Project values, requirements,standards and approaches. Traffic This should detail how through traffic and construction traffic is to be managementplan managed, including temporary diversions, traffic signage and interface between constructionplant and vehicles and through traffic and residents. Waste and This should cover all aspects of waste management, including wastewater implementationof practice standards such as reduce, re-use and recycle. It management plan should specify final disposalroutes for all waste and demonstratecompliance to national legislationand best practice procedureson waste management. The WMP will includedetails of temporarywaste storage,waste transfer and pre-treatmentprior to final disposal or recycling. Licensed/approvedfacilities for solid and liquidwaste disposal must be used and a duty of care and chain of custody for all waste leavingthe site will be followed. As part of the plan Contractorswill be expected to producewaste handlingforms for chainof custody, which will be used to control waste leaving site. Thus the waste controllerwill keep a copy of the form and the driver will always carry a copy and will ensure that the load is signed for at the final disposal site. All recordswill be kept by the Contractorfor audit purposesand to demonstrate that the project is complyingwith best practiceand applicable legislation. Oil and fuel storage This plan will cover all storage, transportationand usage of oils and fuels, re- management plan fuelling of plant and machineryand proceduresfor minimising the risk of ground and water contamination. All oils and fuels will be requiredto be stored within secondary containment of 110 % capacity and all spillages shall be cleaned up immediately. Re-fuellingvehicles will carry Spill Kitsto enable spillages to be cleaned up as soon as possible. All categories of spillagewill be reported in accordancewith the Plan to be developed by the Contractor. Toolbox Talks would be expected to be delivered on an ongoing basisas 'continued training' and following any significant incident. Emergency This should contain proceduresfor emergency response in the event of response plan accidents or major incidents, in order to safeguard people, property and environmental resources. Grievance This should contain the proceduresfor the PAPSand the public to make mechanism representationsto the Contractor(s) on compensationissues as well as other complaintlnuisance issues, such that they can be resolved in a transparent manner that can also be audited. Site restoration Should contain proceduresfor deconstructingall temporary installations, re- Plan establishing the previous state of land or improving its environmentalquality and for orderly removal of all constructionwaste and debris from sites. KZSWHWC-EARep-200902026-disclosure.doc Page 99 Rev A :12 1 December 2008February2009 This section of the EMP is common to both CategoryA and category B parts of the Project.The EMP includes aspects of mitigationfor potentially adverse impacts as well as monitoringand feedback arrangements and identifiesthe responsibilityfor these undertakings. 7.2 Category A The main component of the EMP is presented in Table 7-2 and is based on taking forward the potentialimpacts and their mitigationthat were presentedearlier. The combinationoff the management plans outlined above and the tabulated proceduresare designed to mitigatethe potentiallyadverse impacts to an acceptable level. It is understood that the contractualcommitments of the current DEs has been primarilyfulfilled by their advancing of the designs from the Feasibility Study and their contractswill effectively terminate shortly. The next phase of design is therefore assumed to take place following engagement of the PMC and subsequentlythe Contractors,who will become responsiblefor all E&S issues. This EMP includes aspects that are requiredto be undertaken,going forward from the date of this report i.e. early February 2009. The cost elements are presented such that they can be includedas a provision in the contract documentsfor award of Contractors.The Contractorswill ble responsible for undertaking detailed design and construction,which will include managingthe E&!S issues, implementedvia EMP'swhich the Contractorswill prepare eg waste management planetc. The costingsare considered preliminaryestimates only at this stage,with the main purpose beingto allocate sufficient finances within the contracts to ensurethat E&Saspects are effectively managed going forward during detailed design and construction. If necessary,the constructioncontracts can be formulated in such a way as to ensure sufficient budgetfor E&S management, with reimbursementto Contractorson the basis of the effort and expenditure incurred. For this purpose the cost estimates for budget planning purposes are consideredgenerous. Several issues in the EMP have not been assigned a cost, as they are largely dependant on the ongoing design and they are required to be included within the scope of work of the construction contracts. It is necessary therefore for the RC and the PMC to take cognisance of and ownershipof the findings and recommendationsof this report, in particular the EMPs. The EMP asslumes for the cost of either expat or national E&S staff resources. The number of Contractorsis not ltnownat this stage, nor is the length of contract or distance covered and therefore the E&Seffort and manpower required is not known. Itwill therefore be necessaryto factor these logistics into the basic unit costs. Table 7-2 includes notes on cost calculations at the foot of the table. The EMP is supplemented by a Monitoring Plan Table 7-3, which presents an outline of monitoring that is recommendedduring construction and operation.As many of the aspects of the detailed design are not available presently, such as the location and number of constructioncarnps, finalised designs for bypass alignments and structures such as Temirlanovka, the monitoringplan can not be finalised at this stage. It is envisaged that as the designs progressand the F'MC takes up it position along with the appointed Contractors, the precise details of the monitoringwill be discussed and finalised, at the same time as preparation of the Management Plans, which very much interface with monitoring. -- KZSWHWC~EARep~200902026~disclosure.doc Page 100 Rev A :12 1 Decernbe'r2OOBFebruary2009 Table 7-2Category A EMP I - - - - Issue Mitigation Institutionalresponsibility Cost (S) 1 1 1 Install Operate Operate Notes ESlA Additional public consultation Conduct Project Consultation and Disclosure in accordance Contractors, Contractors, 48000 1 during detailed design with WB procedures. Roads Committee Roads (MOTCIRC) Committee 1lterative decision making Feedback consultation results into final ESlA and ongoing Contractors, Contractors, Project design. Roads Roads Committee, DEs Committee, ILocal EIA approvals and Oblast MEP and relevant authorities will need to be given the GD, Roads GD, Roads 10 000 harmonisationwith World WB ESlA (appended to the individual ElAs in Russian Committee Committee Bank ESlA language) and training on the EMP content and approach. lterative decision making Feedback consultation results into ongoing Project design and Contractors, Contractors, 2 make adjustments where necessary. Roads Committee Roads Committee Construction management of Contract specificationlbid documents should include the EMP GD, Roads Contractors 5 000 4 EKS issues. requirements and development of a Project Environmental Committee, PMC Management Plan which specifies Management Plans for - - - - - - - - - pp Page 101 RevA :12 1 December 2OOBFebruary 2009 Phase, Issue Mitigation Institutionalresponsibility Cost (f) location I I Install Operate Operate Notes waste, hazardous material,water pollutionetc. Increasein adverse effects Evaluatethe potentialand minimise adverse airshed effects Contractors MOTCIRC on surrounding land from through planting and or other barriers to avoid affecting vehicle emissions residents and agriculturalcrops. Poor calculation of material At detailed design stage accurate calculations are needed for Contractors Contractors requirements impacting infill and aggregatematerials and sources identifiedand schedule and environmental approvals obtained. Institutional Lack of capacity of the Provide institutional capacity building for MOTCIRC in delivery PMC, arrangements 1MOTClRoads Committee to of E&S Project commitments. consultants manage E&S issues during ,detailed design and constructionto comply with 1World Bank requirements 1Lack of capacity of Central Provide institutionalcapacity building for at least five ministries 'and Oblast level Ministries to includingthe Ministry of Transport and Communication, manage E&S issues during Ministry of EnvironmentalProtection, Ministry of Health, detailed design and Ministry of Agriculture and Ministry of Energy and Mineral constructionto comply with Resources. There are special institutions in Kazakhstansuch World Bank requirements as the State Expertisein Environmentand several environmentalthink tanks that should par!icipa!e as we!!. 2 1 Finally, it is critical that the training should not only target the ( I KZSWHWC_EARep~200902026_disclosure.dac Page 102 Rev A :I2 1 December ZOOBFebruary 2009 Phase, Issue Mitigation Institutionalresponsibility Cost (S) location I Install Operate Operate Notes central government, but rather focus largely on oblast-level capacity building, specifically oblast offices of national agencies. Construction On-line widening Soil contaminationthrough Conduct representative soil analysis to evaluate potential Contractor Contractor 5 000 9 lead and vehicle usage contamination and remedial actions. Damageto irrigation and Co-ordination with operators and farmers. Replacement of Contractor Contractor 10 drainage infrastructure damaged infrastructure. Relocationof services Effective co-ordination with utility companies during relocation Contractor. Contractor. RC 10 MOTCIRC Damageto utilitieslservices, Include specification to consult utility operators and procedures PMC, MOTCIRC Contractor and water abstractions for appropriate investigation and reparation prior to ground All vehicles, equipment and machinery used for construction Contractor (contractor 10 I Emissionfrom construction vehicles and machinery will be regularly maintained and inspectedlcertificated to ensure that the pollution emission levels conform to the standards prescribed I I New borrow pits damaging Ensure that all borrow pits are evaluated via EIA and include Contractor Contractor 1000 000 1 1 agricultural,archaeological requirement for their reinstatement, including any pits KZSWHWC~EARep~200902026~disclosure.doc Page 103 Rev A :I2 1 December2OOBFebruary2009 Phase, Issue Mitigation Institutional responsibility Cost ($) location Install Operate Operate Notes or ecological resources. stimulatedby Project demand for materials. No material sourcing in planned archaeologicalpreserve in Sauran area. Construction related dust, Dust suppressionwill be used on unsealed road surfaces, Contractor Contractor 10 from movementof vehicles asphalt mixingsites and temporaryservice areas. Water at site and to sites from trucklbowser with spray bar is commonly used. borrows and quarry sites, etc. Vehicles hauling materials Vehicles delivering material will be covered. Contractor Contractor 10 will generate dust nuisance. Loss or damage to Replanting plan to be developed MOTCIRC, 5 vegetation Contractor Failure to properly Cleary defined topsoil storage and handling in contract Contractor Contractor 10 managelstore topsoil, specification and follow up with regular inspection & monitoring leading to degraded and and reporting. substandard site reclamation and re-vegetation. Damageto agr~cultural Liaise effectivelywith PAPSbeforestart of construction, Contractor Contractor 100 000 12 lands, includingdrainage maintain dialogue, develop a grievanceprocedure, strictly and irrigation infrastructure. control machinery and vehicle access and reinstate all affected areas. Livestock resources Liaise effectivelywith PAPSbeforestart of construction, Contractor Contractor 12 KZSWHWC~EARep~200902026~disclosure.doc Page 104 Rev A :I2 1 December 2OOBFebruary 2009 Phase, Issue Mitigation Institutional responsibility cost ($1 location Install Operate Operate Notes damaged by machineryand maintaindialogue, develop a grievance procedure,strictly vehicles. control machineryand vehicle access, and consider fencing for protection. Inadequatepreventionof The plantsand equipment used for construction will strictly Contractor Contractor 10 construction-related noise conform to MEP noise standards. from vehicles, asphalt plants, crushing and batchplants and equipment Inadequatepreventionof air The plants and equipment used for construction will strictly 10 pollutionfrom asphalt plants, conform to MEP air quality standards and their siting be crushing and batch plants screened for sensitivereceptors. and equipment -- -- Disturbanceto residents. Working hours/activitieswill be adjusted to avoid low-noise Contractor Contractor 10 times. - Protectionof workers H&S Noise standards for industrialenterprises will be strictly Contractor Contractor 10 enforcedto protect constructionworkers from noise impacts, in accordance with internationalHSE procedures. All Project works will adhere to internationalH&S standards, including minimum PPE standards, eg hard hat, safety boots,ear defenders and noise exposurelimited to 85dBA. Residentsinjuredby Conduct safety awareness campaigns, focussing on schools Contractor Contractor 5 000 13 constructiontraffic and and children. KZSWHWC~EARep~200902026~d1sclosure.doc Page 105 Rev A :12 1 December POOBFebruary2009 Phase, Issue Mitigation Institutionalresponsibility Cost ($) location Install Operate Operate Notes machinery C Workers injuredduring Implementinternational HSE standards in all contracts. Contractor Contractor construction ! Illegalor excessive Ensurethat all borrow pits are evaluated via EIA and include Contractor Contractor borrowingmay damage requirement for their reinstatement,including any pits archaeologicalor land stimulatedby Project demand for materials. No material resources. sourcing in planned archaeological preserve in Sauran area. Loss and damage to cultural Conductedfield surveys prior to construction and maintain DE, Roads Contractor 2 600 000 resources watching brief during works, with clear proceduresfor Committee protectionand documentation(late finds protocol) incorporated into constructioncontracts. This must involvethe Archaeological lnstitute and any other relevant authorities,eg Sauran; follow the Archaeological Expertise as they are obtained. The Archaeological lnstitute To comply with WB requirements,it is recommended that Contractor ,Contractor I must give written authorizationfrom the Archaeological Institute is approvallclearanceprior to received prior to project work proceeding -3- work commencing. Reduced land or property Establish and maintain dialogue with PAPSto reduce adverse Contractor, Roads Contractor values. effects as part of ongoing design and construction. Committee. Contaminationof soil or Contaminatedor hazardous waste such as bitumen waste to Contractor Contractor 1 water resources. be dumped in selected areas & approved by MEPIMOTCor its KZSWHWC~EARep~200902026~disclosure.doc Page 106 Rev A :I2 1 December2008February 2009 Phase, Issue Mitigation institutionalresponsibility Cost ($) location lnstali Operate Operate Notes consultants. All waste disposal to comply with a Waste Management Plan, to be developed at the start of construction. Pollution of groundwater and Develop working method statement to include effective Contractor Contractor 16 soils during demolition of fuel management of fuels. stations. Damage to water resources. All abstractions must be licensedlapproved by relevant Contractor Contractor 17 authorities. Soil and water pollution. Construction vehicles and equipment will be maintained and Contractor Contractor 18 refuelled at protected refuelling stations. Fuel storage and handling sites located away from drainage channels and important water bodies Soil and water pollution. Develop plans for cement and wash-water management. Contractor Contractor 18 Water pollution Develop monitoring programme for sensitive water courses, Contractor Contractor 6 000 19 such as major river crossings (eg Syr Darya) and reporting, feedback and remedial action procedures. This should be linked to the Management Plans to be developed by the contractors. Include in design collection and treatment of highway runoff, with a particular priority in sensitive water areas and in proximity to irrigated agr~cultural lands. Vegetation removed, so11 Remove topsoil layer initially and afterwards de-compact DE, Contractor Contractor 10 routes and reinstate, except where a fire buffer zone is KZSWHWC-EARep-200902026~d1sclosure.dac Page 107 Rev A :12 1 December 2008February 2009 Phase, Issue Mitigation Institutionalresponsibility Cost ($) location Install Operate Operate Notes vegetationimpacted. required. Land resources damaged. Identifywork areas with contractor(s) and describe system Contractor Contractor, 10 approvals for extensions and fines for violations. PMC, RC Construction Community tension and Evaluatelocations for camps through ESlA process. Develop DE, Contractor, Contractor 20 camps disruption. camp management rules. Roads Committee Spread of disease, including Conduct awareness campaigns for camp workers and if Contractor Contractor 21 STls. Water and soil pollution. The sewage system for suchcamps will be properly designed Contractor Contractor 2 and built so that no water pollution takes place. Such facilities will be decommissioned at end of the construction period. Bypasses Slopes near floodplain erode Develop slope stabilisation proceduresto avoid river habitat Contractor Contractor 2 and damage river habitats. damage. Irrigationand drainage Develop effective plans for alternative arrangements during Contractor DE, Contractor 2 infrastructuredamaged. construction and replacementfacilities during operation. Kyzylordaby- Damage to riparian habitats Develop working method statemenUplansto include effective Contractor Contractor 22 pass of Syr Darya River. fuel, oils and cement management. Temirlanovka Communitysafety Develop an effective methodstatementfor construction, in Contractor Contractor 23 consultation with the residents. KZSWHWC~EARep~200902026~disclosure.doc Page 108 Rev A :I7 1 December2008Februal-y2009 I Phase, Issue Mitigation Institutionalresponsibility Cost (S) location Install Operate Operate Notes Serviceand utilities Developan effective method statementfor construction, in Contractor Contractor disruption. consultation with the residents. Traffic management. Developan effectivetraffic management planfor through traffic Contractor Contractor that also minimisesdisruptionto residents. Construction Existing in-country Includethe requirementsfor EnvironmentalAspect Roads Roads Monitoring proceduresdo not include Management Plansand on-site monitoringby Contractorsin Committee, World Committee, rigorouson-site monitoring; the constructioncontracts, supplementedby effective Bank World Bank relyingon proceduralaudits monitoringand auditing by World Bank. appliedfor in advance (Chief Prosecutor'sOffice) and not suitable at all for the Project to evaluate E&S performance. The SNIP currently contains Forall sensitive land or water resources (eg river approaches no design specificationfor and irrigatedcrop areas) includefor the design of formalised highway run-off and its highway run-offtreatment,with retention ponds as a minimum. treatment, to protectwater, Developeffective spill responseprocedures. ecologicalor agricultural resources.Thus highway run-off, includingthat from vehicleaccidents,has potential to damage land and water resources. KZSWHWC~EARep~200902026~disclosure.doc Page 109 Rev A :I2 1 December 2008Feb~ary2009 Phase, Issue Mitigation Institutional responsibility Cost ($) location Install Operate Operate Notes TOTAL 23,394,000 I1. additional consultationswill be required during detailed design and where the design is not finalised eg Temirlanovka. Cost calculation on the basis of 1 no. public consultationcost $2000 (staff and logistics and reporting) therefore assume 24no. = $48000 2. part of the design processlcontract - no separate cost required. 13. assumes nationalconsultancy to provide training, assumes $10 000 allocation. C4. assumes consultancysupport to RC during tender document preparation for PMC $5 000 5. constructioncontract to include landscaping within its scope. Landscape planting cost assumption; 5000 no. treeslKm = $20 OOOlkm total cost, assume 100km = $20 000 000 6. no cost assigned; part of detailed design an allocation of E&S staff resources is requiredwithin the PMC contract to ensure in-house expertise. Cost assumes 2 no. international staff@$100 000 x 2 years = $400 000. / 8. as part of capacity building training, assume an allocation of consultancy resources of $100 000 9. item to be includedwithin contractor contract; assume allowance for monitoring of topsoil to be done by Environmental staff of contractor, assume allowance of sampling and analysis of $5000 10. item to be includedwithin contractor contract. 1I1 allneworProject-inducedborrowpitstobetopsoilstripped,landscapedandreinstatedafterexploitationfortheProject.PlanVmachinecostsunknown,assume$10000,ha. I assume 100ha= $1 000 000. Note: contractual leverage on existinglcommercial pits unlikely to be possible, therefore focus is on new or induced extractions. 112. item to be included in contract specification. Primarily social issue (SIA). Assumption is allocation of a social staff resource per contractor = I @ $50 0001yearx2= $100 000 1 / 13. item to be included in contractor contract; assume Inational @$100x 50 = $5 000. 114. item to be included in contract specification. Cost assumes 1 site survey = 5 man days @, national archaeologist @ $200/day = $ 1 000; assume 50 sites = $50 000. Watching 1 KZSWHWC~EARep~200902026~disclosure.doc Page 110 Rev A :I2 1 December 2008February 2009 Phase, Issue Mitigation Institutional responsibility Cost (S) location I I Install Operate Operate Notes brief; cost assumption is 1national archaeologist @ $50 000Iyear x 2 persons x 2 years = $200 000. Note: The two main Archaeological Expertise have quoted a cost of ca. $0.93 millionfor Sauranand ca. $1.47 million for the Tashanak site, thereforethe cost has been included here, but the costs should be considered as contingencies. 15. cost estimate is for preparationof the waste management plan. WMP to be prepared by contractors' international Environmentstaff resource,therefore no additional costs. Costs for compliant handlingof waste types in WMP and disposal costs not available at this stage. 16. item similar to 15. 17. item to be includedin contractor contract; environmentalstaff will managethe issue. 18. item similar to 15. 19. monitoringplanto be developed by contractor environment staff. Actual sampling and analysis upstreamand downstream of major river crossings; most cost effective approach is purchase of a hand held water quality meter; cost assumes 1 meter and reagents @$I000 x6 = $6 000. 20. item to be includedin contractor contract; issue to be managed by environmentalstaff. 21. item to be includedin contractor contract; issue to be managed by social staff. 22. item to be includedin contractor contract; issue to be managed by environmentalstaff. 23. item to be reviewed pending finalised design, which may exclude the overpass. Traffic management plan still required. 24. environmental resourceof contractor will managethe monitoring. 25. item to be includedin design specification; no cost estimate feasible. Table 7-3 Environmental Monitoring Plan Category A Cost Responsibilities KZSWHWC~EARep~200902026~disclosuredoc Page 111 RevA :12 1 December2OOBFebruary2009 - a, Q '0" r n .s a $ E a, .- 2 u a 0 .-m r , E C .-m - z. ;.c n S F 3 E o w 0 0 w 00 Cost Responsibilities Phase What: Where: is the How: IS theparameter to be When: is the Why: is the Install Operate Install Operate parameteris parameter to be monitorecvtypeofmonrtoring parameter to be parameterto be to be monitored? equipment? monitored- monitored monitored? frequencyof (optional) ? measurement or continuous? Construction At the borrow Visual monitoring Monthly Check that material pits environment extraction requirements from EMPs are being maintained Hazardous At construction Visual monitoring,paperwork, Regularlysite Check material, sites auditing visits environment fuels and oils requirements management are being maintained Protection of At construction Visual monitoring weekly Check habitats sites environment requirements are being maintained --- Page 114 Rev A :12 1December 2OOBFebruary 2009 Cost Responsibilities 7 What: Where: is the How: is the parameterto be When: is the Why: is the Operate Install Operate parameter is parameter to be monitoredtype of monitoring parameter to be parameter to be to be monitored? equipment? monitored- monitored monitored? frequency of (optional) ? measurement or continuous? Restoration At construction Visual monitoring Regularly site ICheck of temporary sites visits environment lands used requirements are being maintained Noise Near the Portable noise meters or Regularly site Check I . settlements observation visits env~ronment requirements are being maintained r Relocationof Construction Observation Regularly site ESlA services sites visits 1compliance Loss and Construction Observation Regularly site damage to sites visits cultural resources KZSWHWC- EARep~200902026~disclosure.doc Page 115 Rev A :12 1 December 2OOBFebruary2009 Cost Responsibilities Phase What: When: is the Why: is the Install Operate parameter to be parameter to be I , monitored? equipment? monitored - monitored monitored? frequency of (optional)? measurement or continuous? Community Construction Observation Regularlysite ESlA tension and sites visits compliance disruption. / Spread of Settlements Observation,discussions with Monthly ESIA disease, representatives / compliance including STls Protectionof Construction Observation Regularlysite ESlA workers H&S sites visits compliance KZSWHWC-EARep-200902026-disclosure.doc Page 116 Rev A :12 1 December POOBFebruary2009 Cost IResponsibilities i Phase What: Where: is the How: is the parameter to be When: is the Why: is the Install parameter is parameter to be monitcuedhypeof monitoring parameter to be parameter to be to be monitored? equipment? monitored - monitored monitored? frequency of (optional) ? measurement or continuous? Residents Construction Observation, records Regularly site ESlA injured by sites visits compliance construction traffic and machinery 1 I Livestock Construction Observation, records Regularly site damaged by sites visits ::gliance t machinery and vehicles. Topsoil Construction Observation, records Regularly site management sites visits Emission Construction Observation, records Regularly site from sites visits construction vehicles and KZSWHWC-EARep_200902026_disclasure.dac Page 117 Rev A :I2 1 December 2OOBFebruary2009 1 I Cost Responsibilities Phase What: Where: is the How: is the parameter to be When: is the Why: is the Install Operate Install Operate parameteris parameter to be monitoredhypeof monitoring parameterto be parameterto be to be monitored? equipment? monitored - monitored monitored? frequency of (optional) ? measurement or continuous? Traffic Construction Visual monitoringof designated Regularly site Disruption sites routes visits I I I Operation Driver safety Accident lnformation from Roads Annually Design review MOTCIRC responsibility; MOTCIRC responsibility Committee cost estimate not feasible at statistics this stage. I I, Animal road Road alignment lnformation from MEP Annually Design review MEP responsibilily; cost lki/ls estimate not feasible at this stage. Water quality Surface waters, Water qualityanalysis Quarterly ESlA MEP responsibility;cost key rivers compliance estimate not feasible at this I stage. I KZSWHWC~EARep~200902026~disclosure.doc Page 118 Rev A 1 2 1 December ZOOBFebrualy2009 7.3 Category B The main componentof the EMP is presented in Table 7-4 and is based on taking forward the potential impacts and their mitigationthat were presentedearlier. The combinationof the management plans outlined above and the tabulated proceduresare designedto mitigatethe potentially adverse impacts to an acceptablelevel. KZSWHWC~EARep~200902026~disclosure.doc Page 119 Rev A :I2 1 December 2008February 2009 Table 7-4 Category B EMP I 1 Phase, Issue Institutionalresponsibility Cost location I Lack of public consultation Conduct Project Consultationand Disclosurein Contractor, Contractor, 1 accordance with WE procedures. Roads Roads Committee Committee Iterative decision making Feedbackconsultation results into final ESlA and Contractor, Contractor, I1 1 ongoing Project design. Roads Roads 1 Committee Committee /1Local ElA approvals and Oblast MEP and relevant authoritieswill need to be Consultant, Consultant, 2 harmonisationwith given the WB ESlA (appended to the individual ElAs in Roads Roads I I internationalgood practice Russian language) and training on the EMP content Committee Committee (e.g. World Bank ESlA and approach. Design I I lterative decision making Feedback consultation results into ongoing Project Contractor, Contractor, design and make adjustmentswhere necessary. Roads Roads Committee Committee Constructionmanagementof Contract specificationlbid documents should include the PMC PMC E&S issues. EMP requirements and development of a Project Environmental ManagementPlanwhich specifies KZSWHWC-EARep-200902026-disclosuredoc Page 120 Rev A :12 1December 2OOBFebruary2009 I Phase, Issue Mitigation Institutionalresponsibility Cost location --I- Install Install 0 erate ManagementPlans for waste, hazardousmaterial, water pollution etc. Increasein adverse effects Evaluatethe potential and maximise airshed (vehicle Contractor, Contractor, on surroundingland from emissions) effects through planting and or other Roads Roads vehicle emissions. barriers to avoid affecting residents and agricultural Committee Committee crops. Poor calculation of material At detailed design stage accurate calculations are Contractor, Contractor, requirements impacting needed for infill and aggregate materialsand sources Roads Roads scheduleand environmental identifiedand approvals obtained. Committee Committee resources. lnstitutional Lack of capacity of the Provide institutionalcapacity building for MOTClRC in Consultant Consultant arrangements MOTC/Roads Committee to delivery of EBS Project commitments. manageE&S issues during detailed design and constructionto comply with World Bank requirements. Lack of capacityof Central Provide institutionalcapacity building for at least five and Oblast level Ministries to ministries includingthe Ministry of Transportand I manage E&S issues during Communication.Ministry of EnvironmentalProtection. detailed design and 1Ministry of Health, Ministry of Agriculture and Ministry of 1 construction to comply with Energy and Mineral Resources. There are special World Bank requirements. institutions in Kazakhstan such as the State Expertise in Environmentand several environmentalthink tanks KZSWHWC~EARep~200902026~~disclosure.doc Page 121 Rev A :I2 1 December POOBFebmary2009 Phase, Issue Mitigation Institutionalresponsibility Cost location I I Install Operate Install Operate I I that should participate as well. Finally, it is critical that the training should not only target the central government, but rather focus largely on oblast-levelcapacity building, specifically the oblast offices of the national agencies. Construction On-line widening Soil contaminationthrough Conduct representativesoil analysis to evaluate leadand vehicle usage. potential contaminationand remedial actions. Damageto irrigation and Co-ordinalion with operators and farmers. Replacement Contractor Contractor 1 drainageinfrastructure. of damaged infrastructure. Relocationof services. Effectiveco-ordinationwith utility companies during DE, Roads DE, Roads 1 relocation. Committee Committee Damage to utilities/services, Includespecification to consult utility operators and GD, RC GD, RC 3 and water abstractions. proceduresfor appropriate investigation and reparation prior to ground breaking. Emissionfrom construction All vehicles, equipment and machinery usedfor Contractor contractor 1 vehicles and machinery. constructionwill be regularly maintained and inspected/certificatedto ensure that the pollution emission levels conform to the standards prescribed. i KZSWHWC~EARep~200902026~disclosure.doc Page 122 Rev A :12 1 December ZOOBFebmary 2009 I Phase, Issue Mitigation Institutionalresponsibility Cost 1location Install IOperate Install IOperate I Constructionrelated dust, Dust suppressionwill be used on unsealed road Contractor Contractor from movement of vehicles surfaces, asphalt mixing sites and temporary service at site and to sites from areas. borrow and quarry sites, etc. Vehicles haulingmaterials Vehicles delivering material will be covered. Contractor Contractor will generate dust nuisance. Loss or damage to Replanting plan to be developed. Contractor Contractor r- vegetation. Note 4 I Failureto properly Cleary defined topsoil storage and handling in contract Contractor Contractor managelstoretopsoil, specificationand follow up with regular inspection & leadingto degraded and 1monitoring and reporting. substandard site reclamation and re-vegetation. I - - - - - - - - Damageto agricultural Liaise effectivelywith PAPSbefore start of construction, Contractor contractor lands, includingdrainage maintaindialogue, develop a grievance procedure, and irrigationinfrastructure. strictly control machineryand vehicle access and reinstate all affected areas. Livestock resources Liaise effectivelywith PAPSbefore start of construction, Contractor Contractor damaged by machineryand maintain dialogue, develop a grievance procedure, vehicles. strictly control machineryand vehicle access, and - - Page 123 Rev A :12 1 December 2OOBFebruary2009 ( I I Phase, I lssue I Mitigation Institutionalresponsibility Cost I I location I Install Operate Install 0 erate I lnadequate prevention of The plants and equipment used for construction will Contractor, Contractor construction-relatednoise strictly conform to MEP noise standards. PMC from vehicles, asphalt plants, crushing and batch plants and equipment. - lnadequate preventionof air The plants and equipmentusedfor construction will Contractor, Contractor pollution from asphalt plants, strictly conform to MEP air quality standards and their PMC crushing and batch plants siting be screened for sensitive receptors. and equipment. i Disturbance to residents. Working hourslactivities will be adjusted to avoid low- Contractor Contractor noise limes. I Protectionof workers HLS. Noise standards for industrial enterpriseswill be strictly Contraclor Contractor enforced to protect constructionworkers from noise impacts, in accordancewith internationalHSE procedures. All Projectworks will adhere to international HLS standards, including minimum PPE standards, eg hard hat, safety boots, ear defenders and noise exposure limited to 85dBA. 1 Residents injured by Conduct safety awareness campaigns, focussing on Contractor Contractor constructiontraffic and schools and children. machinery. KZSWHWC~EARep~200902026~disclosure.doc Page 124 Rev A :I2 1 December 2008February 2009 . Phase, Issue Mitigation Institutionalresponsibility Cost Install Operate Install Operate --L- Workers injured during Implement internationalHSE standards in all contracts. Contractor construction. A Illegal or excessive No earth borrowedfrom unauthorisedlocations. Contractor borrowing may damage archaeological or land resources. Loss and damage to cultural Conductedfield surveys prior to construction and DE, Roads DE, Roads See note resources. maintainwatching brief duringworks, with clear Committee Committee 14 Table proceduresfor protectionand documentation (late finds 7-2 protocol)incorporatedinto constructioncontracts. Eg Sauranancient city. This must involve the Archaeological lnstitute and any other relevant authorities. 7- The Archaeological Institute To comply with WB requirements, it is recommended 1 must give that written authorizationfrom the Archaeological approvallclearanceprior to lnstitute is received prior to project work proceeding work commencin . Reducedland or property Establishand maintaindialoguewith PAPSto reduce values. adverseeffects as part of ongoingdesignand Contaminationof soil or Contaminated or hazardous waste such as bitumen Contractor Contractor 1 water resources. waste to be dumped in selectedareas 8 approved by -- KZSWHWC~EARep~200902026~disclosure.doc Page 125 Rev A :I2 1 December 200BFebruary 2009 Phase, Issue Mitigation Institutionalresponsibility Cost location Install Operate Install Operate MEPIMOTC or its consultants.All waste disposal to comply with a Waste Management Plan, to be 9 Pollutionof groundwater and Developworking method statement to include effective Contractor Contractor 1 soils during demolition of fuel management of fuels. stations. J Damage to water resources. All abstractionsmust be licensed/approvedby relevant 1 authorities. Soil and water pollution. Constructionvehicles and equipment will be maintained Contractor Contractor 1 and refuelled at protected refuelling stations. Fuel storage and handlingsites located away from drainage channels and importantwater bodies Design and construction of collection and treatment facilities for highway runoff, with a particular priority in sensitivewater areas and in proximity to irrigated agricultural lands Soil and water pollution. Develop plans for cement and wash-water Contractor Contractor 1 management. Vegetationremoved, soil Removetopsoil layer initially and afterwards de- Contractor Contractor 1 compacted,landscape and compact routes and reinstate,except where a fire buffer vegetation impacted. zone is required. - - - - - Rev A :12 1 December 2OOBFebruary2009 Phase, Issue Mitigation I Institutionalresponsibility ; Cost location ~ Install Operate Install Operate 7 work areas with contractor(s) and describe Contractor Contractor system approvals for extensionsand fines for 1 violations. Construction Communitytension and Evaluate locations for camps through ESlA process. Contractor, Contractor, , camps disruption. Develop camp managementrules. Road Roads Committee Committee Spreadof disease, including Conduct awareness campaigns for camp workers and if Contractor Contractor STls. relevant nearby communities. Water and soil pollution. The sewage system for such camps will be properly Contractor 1Contractor II I I designed and built so that no water pollution takes place. Such facilities will be decommissionedat end of construction period. Bypasses I Slopes near floodplain erode Develop slope stabilisation proceduresto avoid river Contractor Contractor and damage river habitats. habitat damage. 7 Irrigationand drainage Develop effective plans for alternative arrangements Contractor Contractor infrastructure damaged. during constructionand replacementfacilities during operation. L River Damageto riparian habitats. Develop working method statements and proceduresto RC, contractor crossings include effective fuel, oils and cement managementand I contractor to limit encroachment. KZSWHWC~EARep~200902026~disclosure.doc Page 127 Rev A :I2 1 December 2008Febmary 2009 C Phase, Issue Mitigation Institutionalresponsibility Cost location 1 Install Instail Operate - - --- ~ p- Construction Existing in-country Includethe requirementsfor EnvironmentalAspect Roads Roads Monitoring procedures do not include Management Plans and on-site monitoring by Committee, Committee, rigorous on-site monitoring; Contractors in the construction contracts, supplemented World Bank World Bank relying on proceduralaudits by effective monitoring and auditing by World Bank. applied for in advance (Chief Prosecutor's Office) and not suitable at all for the Project to evaluate E&S performance. SNIP currently contain no For all sensitive land or water resources (eg river Roads Roads 1 design specificationsfor approaches and irrigated crop areas) include for the Committee, Committee, highway run-off treatment, to design of formalised highway run-off treatment, with DE DE protect water, ecologicalor retention ponds as a minimum.Develop effective spill agricultural resources.Thus response procedures. highway run-off, including that from vehicle accidents, has potential to damage land and water resources. Notes. 1. costs allocatedfor in Table 7-2; Contractor responsibility, especially E& S staff resourceworking alongsidehighway engineers. 2. costs allocatedfor in Table 7-2; Consultant support to RC et a/. 3. costs to be included as part of the contract for the PMC 4. costs as per Table 7-2; assume planting cost of $20 0001km; assume20km of plantingfor essential landscapingthrough steppe = $400 000. KZSWHWC~EARep~200902026~disclosure.doc Page 128 Rev A :I2 1 December ZOOBFebruary 2009 Table 7-5 EnvironmentalMonitoring Plan Category 6 r I I Responsibilities Cost I I Phase What: Where: is the How: is the parameter to be When: is the Why: is the Install Operate Install Operate parameter is parameter to be monitoreMype of monitoring parameter to be parameter to be to be monitored? equipment? monitored - monitored monitored? liequency of (optional)? measurement w continuous? Visual observations, discussions weekly IComplianceto ( Contractor E&S staff Costs included in staff with PAPS ESlA and social resource budgets in Note 1 drainage commitments Table 7-2. Note 1. I Water quality Surface waters, Water quality analysis Monthly 1ESlA I key rivers compliance Dust IAt construction Visual monitoring Regularly site Check sites visits environment and KZSWHWC~EARep~200902026~disclosure.doc Page 129 Rev A :12 1 December 20DBFebruary 2009 1 1 I Responsibilities Cost Phase What: Where: is the How: is theparameter to be When: is the Why: is the Install Operate Install Operate parameter is parameter to be monitore&ype of monitoring parameter to be parameter to be to be monitored? equipment? monitored - monitored monitored? frequency of (optional)? measurement or continuous? Waste water At construction Monitoringof appropriate Regularlysite Check 1 1 from camps and installationand operation of visits environment construction portable wastewater units, latrinesand requirements camps and facilities at work septic tanks are being portablesites sites maintained Solid waste At all sites Visual monitoring,paperwork, Regularly site Check 1 1 management. audit trail visits environment requirements are being maintained Disposal of At the disposal Visual monitoring ( Regularly site ( Check I I 1 1 solid wastes sites 1 I I visits environment requirements are being maintained KZSWHWC-EARep-200902026-disclosure.doc Page 130 Rev A :12 1 December 2OOBFebruary2009 I I Responsibilities 1 Phase What: Where: is the How: is the parameter to be When: is the Why: is the Install parameter is parameter to be monitafeMype of monitoring parameterto be parameter to be to be monitored? equipment? monitored- monitored monitored? fieguency of (optional) ? measurement or continuous? I Construction /At the work sites ( Paperwork, records of source 1 Weekly I Check I LAI materials environment requirements I are being Construction At the borrow pits Visual monitoring Monthly Check material environment extraction requirements are being maintained Visual monitoring,paperwork, Regularlysite Check material, auditing visits environment II ( II 1 /I ( fuels and oils I I requirements I management are being maintained - KZSWHWC~EARep~200902026..disclosure.doc Page I31 Rev A :12 1 December 2OOBFebruai-y2009 Responsibilities Cost -- Phase What: Where: is the How: is theparameter to be When: is the Why: is the Install Operate Install parameter is parameter to be monitoredlypeof monitoring parameter to be parameter to be to be monitored? equipment? monitored - monitored monifwed? frequency of (optional)? measurement or continuous? Relocation ofI Construction Observation Regularlysite ESlA services (sites visits compliance Loss and Construction Observation Regularly site ESlA visits compliance cultural Community Construction Observation I Regularlysite ESlA tension and sites visits compliance disruption. Spreadof Settlements Observation, discussions with Monthly ESIA disease, representatives compliance including KZSWHWC~EARep~200902026~disclosuredoc Page 133 Rev A :12 1 December 2008February 2009 Responsibilities Cost Phase What: Where: is the How: is theparameter to be When: is the Why: is the Install Operate Install Operate parameteris parameter to be monitoredlype of monitoring parameter to be parameter to be to be monitored? equipment? monitored - monitored monitored? frequencyof (optional)? measurementor continuous? Protectionof Construction Observation Regularlysite ESlA 1 1 workers H&S sites visits compliance Residents Construction Observation,records Regularly site ESlA 1 1 injuredby sites visits compliance construction traffic and machinery Livestock Construction Observation, records Regularlysite ESlA 1 1 damaged by sites visits compliance machinely and vehicles. Topsoil Construction Observation,records Regularlysite 1 1 management sites visits KZSWHWC-EARep-200902026-disclosure.dac Page 134 Rev A :12 1December2OOBFebnrary2009 I I Responsibiiities Cost What: I Where: is the How: is theparameter to be When: is the Why: is the Install Operate lnstall Operate parameter is parameter to be monitorecvtype of monitoring parameter to be parameter to be to be monitored? equipment? monitored - monitored monitored? frequency of (optional)? measurement or continuous? Emission Construction Observation. records Regularly site from sites visits construction vehicles and machinery Traffic Construction Visual monitoringof designated Regularly site ESlA Disruption sites routes visits compliance I ~ F Driver safety Accident lnformationfrom Roads Annually Design review statistics Committee Animal road Roadalignment lnformationfrom MEP Annually Design review kills MEP Water quality Surfacewaters, Water quality analysis Quarterly ESlA key rivers compliance KZSWHWC~EARep~200902026~disclosure.doc Page 135 Rev A :12 1 December2OOBFeb~ary2009 Responsibilities Cost Phase What: Where: is the How: is theparameter to be When: is the Why: is the Install Operate Install Operate parameter is parameter to be monitoredllype of monitoring parameter to be parameter to be to be monitored? equipment? monitored - monitored monitored? frequency of (optional)? measurementor continuous? Notes 1. responsibility of Contractor E&S staff working with engineering team. No additional costs itemised as cost of E&S resource already included in Table 7-2. 2. notfeasibleto estimatecosts at this stage. KZSWHWC-EARep~200902026_disclosure.doc Page 136 Rev A :I2 1December 2OOBFebruary2009 8. REFERENCES Republic of Kazakhstan, Natural settings and natural resources, 3 volumes. Ministry of Environmental Protection, Ministry of Education and Science, Department of Science and Institute of Geography. Almaty, 2006. Sauran Medieval Archaeological Complex in South Kazakhstan. Dr. ErbulatA. Smagulov, Institute of Archaeology, National Academy of Science of Kazakhstan,Almaty, Kazakhstan. e-mail: azret sultan63mail.r~ Atlas of Republic of Kazakhstan, Part -1: The Natural Conditions and Resources. under the editorship of N.A. Iskakova,A.P.Medeu, Almaty, 2006, -506p. Atlas of Republic of Kazakhstan, Part -3: The Environmentand Ecology. under the editorship of N.A. Iskakova, A.P.Medeu, Almaty, 2006, -506p. World Bank. Environmental Assessment Sourcebook Volume II Sectoral Guidelines. World Bank. TWU-31: Roads and the Environment Handbook - - KZSWHWC~EARep~200902026~d1sclosure.doc Page 137 Rev A :12 1 December POOBFebruary2009 Appendix 1 Project Description Project Description The section of the road financed by the World Bank passes through two administrativeregions of Kazakhstan: South Kazakhstanand Kyzylorda Regions. The length of road within South Kazakhstan Region is 294 krn, including bypassingthe administrativecentre of the region Shyrnkent city. This plot of the road falls into the first technical category (I), as defined by Kazakhstanstandards. The length of the road within Kyzylorda Region is 810 krn, including bypass of settlements representing district centres (district is a territorial unit of region) and administrative centre of the region Kyzylordacity. This section of the road falls into the second technical categories (II), except the East segment of the road between the borderof South-KazakhstanRegionand Kyzylorda city, whose length is 226 krn. Section 1 -2231km of M-32highway "SamaraShymkent" until 674 km of 39 highway "Almaty- Termez" The project for this road section is developed by KazakhstanZholdary JSC. In accordancewith the project documentationthis section of road belongsto I technical category. The construction of road bypass around the Shyrnkent city is planned along the new route on the north of the existing bypass road from 2231 krn road sign of M-32 highway until 674 krn road sign of M-39 highway. Pic.1 Shyrnkent Road Bypass The project includes construction of ring-type flyover in 2231 krn road sign of joining of new Shyrnkent bypass to the M-32 highway. The clover-leaf flyover is planned to be built on intersectionof new Shyrnkent bypass and highway "Shyrnkent-Zhanatas".The construction of tube-type flyover is designed at 813 krn road sign on intersection of projected bypass around the Shyrnkent with existing M-39 "Alrnaty- Terrnez" highway. It is planned also to build 5 different underpasses and a new bridge. Photo 1 -fragment at section NO1 Section No2, 2260-2231 kilometres of M-32 "Samara-Shymkent" highway JSC "Kazakhstan Zholdary" develops the project of this road section. In accordance with the project documentation this section of road belongs to Itechnical category. Project offers enlargement of existing 2-lane M-32 "Samara-Shymkent" road by construction of 2 additional lanes. Section N93, 2231-2135 kilornetres of "Samara-Shymkent" M-32 highway JSC "Kazakhstan Zholdary" develops the project of this road section. Pic. 2. M 32 road 2231-2135 km section The construction of tube-type flyover is planned at 2200 km road sign of M 32 highway in place of intersection of existing road to Zhanakorgan settlement and new one. Also the clover-leaf flyover is planned to be built on intersection of M 32 road and "Kyzylzhar-Shilikyoad, at 2172 kilometre road sign. The reconstruction project provides construction of 2932 meter length overpass in Temirlanovka settlement (2221-2224 km), 4 underpasses, 6 bridges and renewal and reconstruction of 10 bridges. Section Nn4,2135-2057 kilometresof "Samara-Shymkent"M-32 highway LLC "Shymkent KazDorProekt"develops the project of this road section. In accordance with the project documentation and requirementsspecification this section of road belongs to I technical category. Project offers enlargement of existing 2-lane M-32 "Samara-Shymkent"highway by constructionof 2 additional lanes, with new construction of lkan settlement bypass (2123-2135 km). Turkestan bypass is based on existing 2-lane detour road, which is going to be enlargedwith additional2 lanes. Pic. 3. M 32 highway2135-2057 km section The Project provides construction of clover-leaf flyover on intersection of M 32 highway and "Shornak- Aktobe settlement" road, at 2080 (+500) kilometre road sign, tube-type flyover at the contiguitysection of M 32 highway with existing Turkestan bypass road at 2108 (+500) kilometre road sign, clover-leafflyover on intersectionof existing Turkestan bypass road at 2108 (+500) kilometre road sign with R-31 "Turkestan- Kentau" road, tube-type flyover at the contiguity section of M 32 road with existing Turkestan bypass road at 2114 kilometre road sign and tube-type flyover at the contiguity section of existing lkan settlement bypass road with lbata settlement. Also accordingto project decisions construction of 10 new bridges and underpasses and renewalof a bridge are included. - Photo 4 - Projectedroad crosses agricultural land Section N Q ~2057-1980 kilometres of "Samara-Shymkent" M-32 highway , LLC "KazNIIPI DorTrans" develops the project of this road section In accordance with the project documentation this section of road belongs to Itechnical category. Project offers reconstruction of existing 2-lane M-32 "Sarnara-Shymkent" highway by enlargement with 2 additional lanes and construction of a Zhanakorgan settlement bypass from 1991 km till 1999 (+500) krn. 1 , A 0 IY Tpaccy M 31 Pic. 4. M-32 road 2057-1980 km section The Project provides construction of clover-leaf flyover on intersection of M 32 highway and " Zhanakorgan - Shalakiya" highway, 2 underpasses and a new bridge Section No6, M-32 "Samara-Shymkent" road 1980-1917kilometres LLC "KazDorProject"develops the project of this road section. In accordancewith the project documentation this section of road belongsto I technical category. Project offers reconstruction of existing 2-lane M-32 "Sarnara-Shyrnkent" highway by enlargementwith 2 additional lanes and construction of a 11 kilornetreslength Shieli bypass from 1934 (+700) km till 1945 (+500) krn Section No7,1917-1807kilometres of M-32 "Samara-Shymkent" highway LLC "KazDorNII"develops the project of this road section. In accordancewith the project documentation this section of road belongsto Itechnical category. Project offers reconstruction of existing 2-lane M-32 "Sarnara-Shymkent"road by enlargement with 2 additional lanes. In Accordance with project decisions construction of 5 bridges is provided on this section. Section No 8 1837 1807 km of M-32 ((Samara-Shymkentn highway new Kyzylorda bypass. - JSC "Institute Geoproject" develops the project of this road section. In accordance with the project documentation this section of road belongs to II technical category. Project offers construction of Kyzylorda bypass on new route from 1830 km road sign till 1808 krn road sign of M- 32 ccsarnara-Shymkenta highway and reconstruction of existing road section 1830-1837 km. IPic 7 Kyzylorda bypass The construction of a new Kyzylorda bypass includes: construction of tube-type flyover at the contiguity section of new Kyzylorda bypasswith existing M 32 highway at 1830 kilometer road sign; construction of clover-leafflyover on intersectionof new Kyzylorda bypass and R-68 "Kyzylorda-Aydarly" highway, at 23 kilometer road sign; construction of clover-leafflyover on intersectionof new Kyzylorda bypass and "Kyzylorda - Dachnyi Massive" highway,at 25 kilometer road sign; construction of tube-type flyover at the contiguity section of new Kyzylorda bypass with existing M 32 highway at 1808 kilometerof road sign. The Project provides construction of 8 underpasses and 4 bridges over Syrdaria River and Shirkelinsky channel. bypass with existing R-68 highway Photo 11 -Planning road construction direction Shirkeliisky channel construction- Section NO9 1807 - 1702 km of M-32 uSamara-Shymkent~highway JSC "Engineering Center Astana" develops the project of this road section. In accordance with the project documentation this section of road belongs to II technical category. Project offers reconstruction of existing road. New construction planned on Shagan settlement bypassfrom 1767+200 km road sign till 1757 km road sign and on Akzharma settlement from 1749+100km road sign till 1741+800 km road sign. Pic 8. Shagan and Akzharma settlement bypasses. Project provides construction: - construction of tube-type flyover at the contiguity section of M-32 ((Samara-Shymkentnhighway with Chirkeili at 1775+200kilometer of road sign; - construction of clover-leaf flyover on intersection of M-32 ((Samara-Shymkentnhighway and "Akkyr- Zholagash" highway, at 1721+480 kilometer of road sign; In accordance with the project construction of 4 underpasses, 20 new bridges and reconstruction of 3 existing bridges is planned bypass bypass - settlement bypass- bypass Section Ne 10 1702-1578km of M-32 ~SamaraShymkentnhighway. LLC "KazDorNII" developsthe project of this road section. In accordance with the project documentationthis section of road belongs to II technical category. Project offers reconstruction of existing 2-lane M-32 "Samara-Shymkent"highway. New construction in project is representedwith road flattening near Zhosaly settlementfrom 1649 kmtill 1634 km of M 32 highway. c 0 1 6 3 4 P ...,. , 0 . " Pic 9. Zhosaly settlement bypass Project provides construction: - oftube-type flyover at the contiguity section of M-32 ccsamara-Shymkentnhighway with Akzhar settlement at 1692+200 kilometre road sign; - oftube-type flyover at the contiguity section of Zosaly road flattening with road to Zhosaly at 8+700 kilometre road sign; - 4 underpasses at flyovers and 6 new bridges Also project provides reconstruction of 3 existing bridges. Photo 16 -Planning road flattening direction. Constructionaspects The width of the bypass is assumed to be 9 meters, the width of storagearea for the fertile soil layer taken - 5 meters. It is assumed that the start point of the bypass route is the 1578thkm of the existing motor road within the Karmakshinskiy region, the end point of the route- at the boundary of the Zhalagashskiy region. It is necessary.to arrange the construction sites for storage of the road-building materials, parking of the machinery and equipment, placement of the building constructionsat 5 km interval near the each engineering structure (25 pcs. in total) with the square of 0.4 1 ha. - The construction of two road interchanges with the square of 5 ha approximately is planned at 1692km (turnto Akzhar settlement), at 1643 km (passby of Zhosaly settlement) and at 1635 km+500 (overhead road at intersection with the railroad) on the right of Korkyg rlstation - Ordazy rlstation. It is planned to construct the area of the bypass of Zhosaly settlement 15 km long. The start point will be at 1635km+500, the end point -at 1649km+700. It is planned to construct the cattle routes (6 pcs. in total, 4x25) at 1694km+150(turn to Akzhar settlement), at 1682km+000(turnto Sh-Internationalsettlement), at 1672km+200(turnto Zhanazholsettlement),at 1662km+000(turn to lirkol settlement), at 1687km+000(tumto Aktobe settlement)and at 1688km+500. For reconstructionof the motor road it is planned to use twelve concentratedborrow pits with the square of 3 ha each which are located off the bypass route at 7-10 km interval (1584 km, 1594 km, 1604 km, 1614 km, 1624 km, 1634 km, 1654 km, 1674 km, 1643 km, 1664 km, 1683 km, 1690 km) in 50-60 m to the left of the existing motor road. Section N11 1578-1398 km of M-32 uSamara-Shymkents highway. LLC "KazNIIPI DorTrans" develops the project of this road section. In accordance with the project documentation this section of road belongs to II technical category. Project offers reconstruction of existing 2-lane M-32 "Samara-Shymkent" highway. Exclusion is the construction of new direction - road flattening near Kazalinsk at 1476km till 1470 km road sign. Pic 10. Straitening of road alignment near Kazalinsk Project of construction and reconstruction of this section provides: - construction of incomplete clover-leaf flyover with underpassover rail road on intersection of M-32 ((Samara-Shymkentshighway and MO RK highway,at 1569+200km road sign; - construction of tube-type flyover at the contiguitysection of M-32 ((Samara-Shymkent))highway with Toretam settlement at 1567+600 kilometre of road sign - construction of tube-type flyover at the contiguity section of M-32 ((Sarnara-Shymkent~highway with Kazalinsk settlement at 1474 km of road sign - construction of 2 new bridges and 4 underpasses. Construction aspects The width of bypasses is 10 meters,the width of storage area for the fertile soil layer taken - 5 meters. 1398 km -1443+800. It is assumed that the start point of the bypass route is the 1398thkm of the existingmotor roadwithin the Aralskiy rayon of Kyzylorda region, the end point of the route - atthe boundary of Kazalinskiyrayon of Kyzylorda region. From 1398 km +000 till 1443 km +800 the bypassshall be laid on the left along the motor road under renovation(in the line of kilometerageincrease). It is necessary to arrange the construction sites for storage of the road-building materials, parking of the machinery and equipment, placementfrom the buildingconstructions at 1 km interval and near the each engineeringstructure (12 pcs. in total) with the square of 0.5 - 1 ha. For the motor road reconstructionit is plannedto use fourteen concentratedborrow pits with the square of 1 ha each which are locatedoff the bypass route at 10 km interval (1443 km, 1433 km, 1473 km, 1423km, 1412 km, 1402 km) in 50-60 m to the left of the existing motor road. 1443 km 1535 In the area of Kazaly settlement it is planned to arrange two cattle routes. The width of the bypass is assumed to be 10 meters. It is assumed that within the Kazalinskiy rayonof Kyzylordaregion the start point of the bypass route is at the boundary of the Aralskiy rayon of Kyzylordaregion,the end point of the route - at the boundaryof the motor road in Karmakshynskiy rayon of Kyzylorda region. From443 km+800 till 1487 km+000 it is required to lay the bypass on the right, from 1487 km+000 till 1535 km+000 - along the renovated motor road (in the direction of Km increase). It is necessary to establish the construction sites for storage of the road-building materials, parking of the machinery and equipment, placementof the buildingmaterials and constructionsat 10 km interval and near the each engineeringstructure (40 pcs. in total) with the square of 0.5 - 1 ha. For reconstructionof the motor road it is plannedto use nine concentratedborrow pits with the square of 2 ha each which are located off the bypass route at 10 km interval (1453 km, 1463 km, 1473km, 1483km, 1493 km, 1503 km, 1512 km, 1525km, 1535 km) in 50-60 m to the left of the existing motor road. For the sand depositoriesit is necessary to providethe borrow pits with the square of 10 ha which are locatedoff the bypass routefor temporary use for a term of 20 years. There are 3.0 ha required for development of the shift camp. It is plannedto construct one road interchange with the square of 10 ha at 1474'~km. There were areas by 1.5 ha each allocated for construction of the inspectionpits (2 pcs.) at 1474'~km and 1522'~km (approximately).The landsWith the square of 0.5 ha each were allocated for arrangementof the rest areas (4 pcs.). 1547-1578 km The width of the bypass is assumed to be 10 meters,the width of storage area for the fertile soil layer taken - 5 meters. It is assumed that the start point of the bypass route is the 1547" km of the existing motor roadwithin the Karrnakshinskiyrayon of Kyzylorda region, the end point of the route - at the boundaryof the Kazalinskiy rayon of Kyzylorda region. From 1547km +000 till 1578 km +800 the bypass shall be laid on the right along the motor road under renovation (in the line of kilometerage increase). It is necessary to arrange the construction sites for storage of the road-building materials, parking of the machinery and equipment, placement of the building constructions at 1 km interval and near the each engineering structure (12 pcs. intotal) with the square of 0.5 1 ha. - The construction of two road interchanges with the square of 5 ha approximately is planned at 1567 km+50 and 1569 km+200. For reconstructionof the motor road it is plannedto use fourteen concentrated borrow pits with the square of 1 ha each which are located off the bypass route at 6-10 km interval (1554km, 1565kn-1,1575km, 1423 km, 1584km, 1594km, 1604km, 1614km, 1624km, 1634km, 1644 km, 1654km, 1664 km, 1674 km, 1683km, 1690 km) in 50-60 m to the left of the existing motor road. Section No-12 1398-1240 km of M-32 ccsamara-Shymkent,, highway. LLC "Kustanai DorProject" develops the project of this road section. In accordance with the project documentation this section of road belongs to II technical category. Project offers reconstruction of existing Zlane M-32 "Samara-Shymkent" highway. Exclusion is the new construction of Aralsk bypass from 1361 till 1350 km road sign. .--., \ Pic 11. Aralsk bvaass At this section project provides constructionof tube-type flyover and underpassover rail road at the contiguity section of M-32ccSarnara-Shyrnkent,, highwaywith Araltuz enterprise. Construction aspects Several construction aspects have been identified by the Design engineer and are presented below. 1240 BMA~Ipa6o-r npeAnonaraehnblen p peKoHcTpyKqMMAoporM ~ Types of work are planned to implement during the reconstruction of road Tun AOPOXH~IXpa6o~IRoadwork type P e ~ o ~ c ~ p y ~ ~ ~ f ~ I R e c o n ~ t r u c t ~ o n I Crpo~~enbc~~o/Construct~on C~pon~enbc~eolConstruction Hosoro MoCT~/N~Wbr~dge ,> Passns~u/Flyover A Pasens~uu ~oc~a/Flyoverand brtdge ~ C T ~ K B~nA~~e ~ u p n a ~ o s ~ a / ~ v eInTern~rlanovka I r p a s s 1398 \ Tmn aopox~b~xpa6mlRoadwork type P ~ K o H c T ~ ~ ~ H u / R ~ c o ~ s ~ w c ~ ~ o ~ m Crpom~enbcreo/Construction C~pom~enbc~~o/Construction HoeoroMma/New bridge ~3PasansmdFlyover A pa3~~3KM~0c~alFlyoverand bridge H 3cra~anuB n. Te~rnpna~o~~a/OverpassinTemirlanovka Appendix 2 Route Maps O p a r ~ yqacTlta AoporM. O6ae3~Aralsk 1240-1395 e ~ ~ Road section fragment. Aralsk bypass 1240-1395 rMn 1 Ka p u ~ o sH.X. 1 1zm8 C x e ~ acnpsl~ne~rrny r a c ~ ~alp,a m.rp~nnbl~U~~PYRW~K).B/ O B 2008 ~POBEPH~I~~eonenuo A.A. I paho~e ApanbcKa r. Ow- B 1 1 1 UCIlOllHUn EpMOneHKO C.T. TOO nM 0P.KOHTPOnb KHM C.B. Y ' i a ~ ; K ; ~ ~ + ~ ~ - 8 ~ ; 1 ; ; ~ ~ ~ - - Q p a r ~ yqac-rKa AoporM. 06be3~X a ~ a ~ o p r a1996-1991 e ~ ~ ~ a Road section fragment. Zhanakorgan bypass 1996-1991 (oo+ownu- oo+osmu) "-dudo%w =iarwrnm. 001 000s:b # umedr neuuyunnatnedxo3 Q ig == 0 rn Q > Grn gs z 0 a C I-2 g-E at- 0- 00 :: c u $3 1rn 85: Se 9- Appendix 3 Land Tenure tcn I L I ndlWOvHx w w a c xnnuawaelo a a w olmnoaj------------- OJa - ~ 3 ufinronwu '6'82 - fimaor OknUraS90 'OJ ~t - neaaEaa aflso33oa~uauloU (d OH NHaao quauar ty 6 ,,,rwauacwoelo MRmauaaa OJ - o x a r ~ ofinvonouu 'OJ - fi~osonsu'OJ 01 findowoleo rou M nruaa, wauac fin 8 DJ 'wauac Voalo unmaoroou ECZI atal It21 oca 1 ~ ~ I ~ U O V H Y S61 061 581 Oljl SLI OLI E91 091 1 1 1 1 1 1 1 1 1 1 ~ 1 1 1 1 I I I I l I I I I I l I l I I I I I l I l 1 SSI KT St1 OCI SEI OEl SZ1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ ~ ~ , 1 ~ ~ ~ ~ , 1 1 1 1 1 1 1 1 1 1 1 D l D V 43MUlOU'HOIN 13MV 'CVO] UEM EO-8002-6 A 6 B L9i1 9921 S92T C921 L --------------------------------------------------- 9'CI ............................................................................................................................................................. 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Oco6oe ycno8ne:n GO~TB~TCTBHH n.1 cr. 69 3~0nornrec~oro c Koaelcca PK nonywtb pa3peuIcline 1ta 3MHCCHH D OKPYW(HH)lIlYK)Cl7Clly npH I!pOH3BOnCTBe pa6o.rTI0 PeICOHGlQyUUHH noporu. B M B O A rocynapcruen~an sKonot.uqccna :xccnep.r~~ncornacoRL1eae-r pa6ornii npoeKT (&KOH~~~XTWI YWCTKa wro~o6~~11.1ioii nOpOl'H ~ ~ C ~ I ~ ~ J I U K ~ H C K U I . ~ > {trpaHPitKi 3Hu.WliUn Pa(naCl'ahfapy) WLIMK~H.~.~.YPZ~IILCK, .- 9cpe:l Armo6e. Ku3blnopnw)KM 1702-1807,). OTYET aPXeOJlO~klYeCKOr0klCCJIeAOBaHklJI IIO BbuIBJIeHkiKl O ~ X ~ K T O B klCTOpEiK0-KyJlbTypHOrO HaCJIeAkiR IIO PeKOHCTPYKuHkl a ~ ~ 0 ~ 0 6 k l J l b H 0 f i AOpOrki ~ ~ c I I J ' ~ J I ~ ~ K ~ H c K3HaYeHWI ((YpaHkiub1 o ~ o P@ ( ~ Ca~apy)- a ~ ~ I M K ~ H TYYaCTOK C KM ) ) , 2057-2135 ' -~ HCTOPUKO-KYJIbTYPHOrO, y n p a s n e H w n ~y~~b~ypbxj! -- K)x~o-Ka3axc~a~c~oii ' A.H. ~ P H W ~ H K O 2. BM3yaJlb~o-Ha~J'pHoe 06cnenosa~ae30HbI CTPOkiTeJlbCTBa AOpOrIl no npo- eKTy < < P ~ K O H C T~~B ~ KM O ~R J I ~AOPOrM ~ ~ c T I ~ ~ J I H K ~ H c K o3HaSeHMR T O ~ H B H O ~ ~ I ' o <(rpa- HMUbIPa)(Ha C a M a p y ) - ~ ~ ~ I M K ~ HYYaCTOK C KM T ) ) , 2057-2135. 1. Kpa~lcaa.HcTopHreclcaa cnpaslca 06cnenye~oropaiio~a Ha mre c o s p e ~ e ~ ~Poe iniy c 6 n k i ~ k iK a 3 a x c ~ a H ,B AonkiHe c p e A H e r o T e r e H m C b I p ~ a p b k i ,MeXAY U T ~ I P O K OII~nop0clLIefi J ~ C O M ~ n0fi~0fiBeJ'IkiKofi PeKH ki IIAYUEIM napaJrJleJIbH0 efi X ~ ~ ~ TKapa~ayHaXOAIITCR UenOYKa TaKkiX ApeBHkiX Oa3kiCOB, Ta- O M KIIX, KaK ~ c r I k i ~ x a 6 c ~ k iOi~,p a p c K k i f iII T y p ~ e c ~ a ~ c ~Oa3kiCbI. f k i j i Yepe3 3 T y rpynny oa3uco~B ApeBHocTki n p o x o a k i n a sam~eiimaxT p a c c a~ a p a ~ a ~T ~por imiu o o , ki cero- AHII 3AeCb IIpOXOflHT MeXAyHapOAHbIe JIkiHkiki X e J I e 3 ~ 0 f iAOpOrI1 ki aBTOMarkiCTpaJIki. 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TO- p o ~ k i m e cay pa^, KaK ki p a c n o n o x e H H o e H e n o A a n e K y roponwwe Kapa~oGe,- TO OC- TaTKki OAHOrO I13 ~a116oneeki3BeCTHbIX CPeAHeBeKOBbIX rOPOAOB Ka3axc~a~a.A ~ B o - nkiCHbIe pa3BaJIkiHbI KpenOCTHbIX CTeH C a y p a H a XOPOLLIO npOCMaTpkiBaIoTCR C IIpOXO- AIIUIIX c e B e p H e e ~ B T O M O ~ H ~11~xenes~ofiAopor. B e n ~ ponb Caypa~aB HCTO- H O ~ ~ ~ a p k i a K ~ ~ ~ x c TKaK ~B Hx ~H Z a o r o ysna H a Tpacce UIen~o~oro nyTki, H a c T m e cTenM A 3OHbI CPeAHeBeKOBbIX rOPOHCKkiX KYnbTYP U e ~ T p a J l b H o f i A ~ k i k i . U ~ H HcseAeHkzcI o ropoae ~ I ~ c o A e p x a T c R B M e M y a p a x no3~aki nMcaTenR Bacw @a.OHOIIkiCbIBaeT He06b1qafiHoe AJIR K a 3 a x c ~ a H aB O A O C H ~ ~ X ~ H H ~ rOpOAa npki no- M O U H KIIPki3OB - nOA3eMHbIX I'aJrepefi, gepe3 KOTOPbIe BbIBOmTCII H a p p y nOA3eM- 1 HbIe BOAbI. C H C T O P H ~I'OpOAa ~ ~ T Y ~ K ~ C T ~ IJepenJIenaCb TeCHO H ~ c y A b 6 a CpeAHeBeKOBbIX r o p o A o B IOm~oroKa3axc~a~aUIasarapa u ACH, G~IBIIIHX B - O n p e A e n e H H b I e HCTO- P k i r e C m e nepMOAbI aAMkiHkiCTpaTkiBHbIMki ki 3KOHOMHSeCKkiM UeHTpaMki TYPK~CT~H- c K o r o oa3kica. Masarap 6b1n rnaBHbrM r o p o ~ o0 ~n 6 a c ~ k lB n e p k i o a VI-XI BB. EMY n o p n m x n k i c b A p y r k i e MenKkie ropoAa ki noceneaux, B r k i c n o KOTOP~IXBXOAUJI ki X C ~ I -6ygy~ukiiuieHTporcpyra. U I a B a r a p HaXOAkinCR H a TOPrOBOM nyTki, COeAkiHRBUeM CbIpAapbkiHCKkIe r O p 0 - aa C 3eMneAeJIbYeCKkiMki Oa3kiCaMki C p e ~ H e f i ASHHII XOP~SMOM. OHHaZIkiHaSICII KaK o T s e T s n e H k i e LJJen~o~oroy n T u ( 6 0 n b 1 U a ~ ~opora)B M c n k i ~ x a 6 eki men H a cesepo- sanan A P C Y ~ ~ H Horryna,B Ke~ep(O~papc~uji~ ~ H c3)a, ~ BeUa~rap,cay pa^ B K ~ T o ~ ki C b ~ r a H a KH AaJIee n y T b IIIeJI B rOpOAa AX~HA,H ~ ~ H K ~ H T , a BAOnb PYCJIa K ~ B ~ H - D a p b k i B X O ~ ~ ~ M . * - ' 6aGna~oe K.M., C~arynoaE.A. Cpen~eee~oab~iiropon cay pa^.- AnMarbl, 2005.-202 c.; Laiina~oeK.M. Cpen~ese~oab~fipa^ // ropona T y p ~ e c ~ a ~AnMarbl, 1999.-C.83-97 cay a . - - Cuarynoa E., rpnropbea Q., MT~HOBA. Ovep~uno HCTOPHH H apxeonoruu cpenHeeeKoaoroTyp~ec~aHa.- A n ~ a ~ b1999.-232 c. l , 3 - YY~CTOK~ O C J I ~ ~ O B ~ AOpOrki IIPeACTaBruIeT H H O ~ co6oii a ~ T 0 ~ 0 6 l m b ~ TpaC- ) W cy, n o c T p o e H H y m B HbIHerrrHeM ee COCTORH~~W n o c n e B o e H H b I e roAb1. B IIocne~~wii KanUTa-JIbHb~fiPeMOHT AOPOrki 6bin OCyl@2CTBneH B HaYa-JIe XXI BeKa. C a ~ Xe a TpaC- ca B ~OPeBOJIIoL(UOKH0e BpeMR B ~ I I I O I I H R J ~POJIb KPYIIHOTO IIO9TOBOrO T p a T a Pocckifi- CKOG UMIlePWH. 3 T a AOpOra 6blna c H a 6 X e ~ aB IIPOlIInOM MOCTaMW IIOYTOBbIMki CTaHqWHMII. B 6onee P a H H e e BpeMX no 3~0fiAOpOre IIPOXOAHJI K a p a ~ a H H b I f in y T b M 3 klcnkinXa6a-cafipa~aB H ~ A X H K ~ T - U ~ ~BIIllasarap,Tcay pa^ a ~ p . M K ~ H , B XOAe HaTYPHOrO O ~ C J I ~ A O B ~ H HBI~I a f i 0 H eP ~ K O H C T P Y H P Y ~ M OAOPOrM ~ ~ 6b1n0 BbIRBneHO 06uw~KOJIkiYeCTBOM TPW IIaMXTHHKa apXeOJIOrHH. CpeAI? HHX CJIeAyeT OTMeTMTb IlaMHTHAKki apXeOJIOrkiki C ~ ~ ~ ~ HOa3HCaO(IJ3ynIIa C K ~ O CpeAHeBeKOBbIX ycane6, KXPki3HbIe CWCTeMbI C a y p a H a I? Kapa~oGe,MppHraIJHOHHbIe C O O ~ ~ X ~ H H R ) , r O p O A I ? ~ e T a m a ~ a0~kiH09Hb1fiKYPraH UO~H~K-1. ~ , 50nbIIIYIo POnb B 3KOHOMWKe CpeAHeBeKOBbIX FOpOAOB HIJ3aJIki IIpkirOpOAHbIe TePPMTOPHW, Mnki er0 C ~ J I ~ C K O X O ~ H ~ ~ C T O K~pHyHa~. H B r T ~ K3 ~HRYeTKO 0 a BbIAenHeTCH B ~onorpa+miCaypa~a.O C O ~pa3~1i~aH K cesepy O o a OT cTeH C O ~ C T B ~ H H O ~ O ropo- A H u a , TaK KaK CO CTOPOHbI r O p Kapa~ay,K rOpOAy no Ha3eMHbIM PyCJIaM MeJlKHX pe- YyrzreK w no ~ O A ~ ~ M HK~HIPM ~ ~nMo c T y n m a BoAa. W 3ac~poii~ap n k i r o p o a a mena y ~ a ~ e 6 ~ bxapamep ( p ~ c5, 1 f i . ~ O T O1-4). n p k ~ r o p o ~ ~ ybcrae~ b 6 b 1 Caypa~awMenU oco6y1o nnaHkipoBKy, coc~ocr~ruym 133 XOnMa, lTOA KOTOPbIM CKPbIBaIOTCII PYHHbI XkiJIOTO AOMa. PHAOM YraAbIBaIoTCX pa3Ba- nHHb1 X O ~ R ~ % C T B ~ H HIIOCTPOeK. ~ I X Yca~b6blPaCnOJTOXeHbl KaK 6 b 1 qen09KaMki, Opkl- eHTMPOBaHHbIMH C 3 a n a A a H a BOCTOK HSIB C CeBePO-BOCTOKa H a IorO-3anafi. C e ~ b aPbIKOB, IIPOXOAIf MeXAY CTeHaMH ycane6, 06'be,L(I?~~eT HX B OTAeJIbHbIe HppHraqH- OHHbIe M H K P O ~ ~ ~ ~ O H ~3~0fiOT I . apb19~0iiCeTM OTBeAeHbI MenKI?e aPbIKki, no KOTOpbIM BOAa IIOAaBaJIaCb H a n 0 n R ki B CaAbI BHYTPki yca~e6. - T ~ ~ K ~ c T ~ H c6ora~naMRTHIiKaMki Oa3kiC K ~ I ~ ~ apXeOJIOrHI?. C p e ~ k iHMX c n e ~ y e ~ nOAYePKHYTb TaKHe r O p O A U U a , KaK T O P T K1-11,~rY ~ O p O A I ? ~ e MILIK~HT,M K ~ H H Ae- CHTKki GOJI~UIHX I4 M2lJIbIX I I ~ c e J I e ~ k i f iM rOpOAOB. OAHHM ki3 TaKHX H ~ ~ O J I ~ L I I B Xropo- XIII-XIV - XVIII 4 AHIIJ RBnReTCH TOPOAMue Tarua~a~, AaTkipyeMOe BB. ((IOTO 5-9). O A ~ ~ H OKYy Ha ~, IB~b~I p r H ~ ~ J l e ~ H b l~f6in k i 3 k iC.W O ~ H ~noKC, B O T w~n o n o r a k i , ~ - CTpyKType, PaCnOnOXeHMIo H T o I I o ~ ~ ~ @ I ?COOTBeTCTByIOT TIaMRTHkiKaM OTpapCKO- H KapaTaycKofi KYJlbTYPbI IIepBOrO 3 T a n a . ~ O A ~ ~ MYaCTb~ 3TMX naMHTI-IHKOB MMeeT H H IlOAKypraHHble CKnenbI C K ~ T ~ K O M ~ ~ M H MYHOG HOG (IOPM~IAPOMOCaMM. rny6ki~a I? L 3aXOpOHeHAR OT nOBePXHOCTR K Y p r a H a AOCTHraeT 10M' ( ~ H c .6, @OTO lo). T ~ K H06pa30~,O M ~ C J I ~ A O B ~ HHaMkiI ~YYaCTOK AOpOrH H a OTpe3Ke C KHnOMeT- H ~ - pa 2057-2135 nOKZi3aJ1, YTO OH IIpeACTaBJIHeT B apXeOJlOrkiYeCKOM OTHOlIIeHHA ~ O J I L - 1 6aGna~osK.M., I l o ~ y r u ~A.H. u ~ ~ ~ M X T H M K H 3e~ne~enbsec~o-c~o~oaoarec~ofi KynbTypbi D m ~ o r oKa- saxcTaHa (1 T ~ I c . H . ~An~a-Ara,1989. 160 c.; 6aiina~osK.M., C~arynoaE.A., Epxurn~oeaA.A. P ~ H H ~ - . ) . cpeaHeseiiosble Heiipononn DXHOI-o Ka3axc~a~a.-AnMaTb1,2005.-236c. 4 d 2.1. 3alCJlIO~e~Iie:e o 6 x o ~ lTpOBeCTkI IIepen CTPOkITeJIbCTBOM AOpOrH Me- H ~ ~ o - POIIPkIIITMII f l 0 COXpaHeHkIH, IIaMaTHkIKOB HCTOPHKO-KYJIbTYPHOI'O HaCJIeAMX IIyTeM aPXeOJIOrkIYeCKOI'0 RCCJIeAOBaHkIIi BCeX BbIIIBJIeHHbIX O ~ S ~ K T O B . BKJIW~HT~ JIOKmb- H O - C M ~ T H ~PaCYeT B I ~ ~ 0 6 ~ ~ ~ 0 IIpOeKTHO-CMeTHyIo AOKYMeHTaqkIW B CTPOkITeJIbCTBO d 1 3TOrO YYaCTKa AOpOrki. H ~ U M ~ H O B ~ - - ~9 line naMmnn- 1rca H ero A ~ T H - posica - 1 ~ ~ ~ M H T H U K H ap- Cesepnee OT roponnqa cay pa^ uenor- ~ o ~ ~ I X Ma-repMEi,q M H ~ J ~6bln xeonoraa Cay- ~ o inpocTupaeTcx rpynna cpeaaeaeKo- nony.reH Ha npwropomoii i paacworooasn- B ~ I X ycane6. Cpen~uGnwaMe.rp ycane6 TePPIiTOPkiU rOPOAULUa - ca (rpynna - 20 M, BbICOTa - 0,5 M. 60JIbIIM.X %CTb cay pa^. OHH npeAcTasne- CpeflHeMKOBbIX HX PaCIIOJIOXeHa HenOCpenCTBeHHO B H ~ I+ p a r ~ e ~ ~ a M u aeaw- ycane6, rrrpns- - 30He ~ ~ K o H c T ~ Y K ~ ~ ~ M o ~ AOpOrM. 3~ecb KOB, ~ O K O B N H U AOHHbIX HbIe CHCTeMbl nP0CJIeXkIBaH)TCR KXPM3HbIe CkICTeMbI, rac~eiiKysrrraHoB. Cpena g,; Caypatla H ICa- G' , c~a6xasrrr~e~oaoiiTame ropona, KaK HUX uMeeTcx OAAH +par- pa~o6e,~ppu- 1-aqHoHHbleco- cay pa^ u Kapa~o6e. Ha mpoao~o- MeHT ~ O J I H B H OKepaMUKM ~ ~ CHElMKaX KIIPU3bI BbrrnRmT Uen0qKaMI.I c R~KO-rony6oHrna3ypbH) A KPYXKOB (B~HTHJIR~MOHH~IXKOJIOAU~B), (GOTO18). T a ~ x eHMeeTcR KOHU~IKOTOP~IX HaxomTcx Ha cesep- HeCKOJIbKO @ ~ ~ ~ M ~ H T O B HOG OKpauHe npuropona Caypa~a,3a- BeHSMKOB OT KYBUIkIHOB HRTOrO ycane6aoii 3acrpoii~oii.Aua- (GOTO13, 16, 17) H HX MeV KOJIOAueB PaBHbI 5 M, PaCCTOXHHe AOHHbIe WCTM (GOTO 15, MeXAy HUMM 12-15 M. CJIenb1KOJIOAUeB 20). Ass 4 p a r ~ e ~0~~a0 - 6 Ha MeCTHOCTki COXpaHUJIBCb ITJIOXO. BHH EIMeH)T a~T06Hbfeno- 3necb x e npocnexnemTcx cnenbl TeKH (aaro6 K P ~ C H M ~ ~ ) (40- a p e ~ ~ euppuraum, non~onxuruiiKa- f i TO 14). E ~ L ~ R BCTereHbI HaJI TOPOAUWY Kapa~o6e( 4 0 ~ 04). K O~JIOMKH 6on~.ruaxTaHnbI- EoJIbIEUI YaCTb ~ W H O R TePPWTOPHR POB ( ~ O T1O1, 12). 9acTnmo pacnaxma. Becb nonse~abri3MaTepuan T p e 6 y e ~ cnposecm nonHoe apxeo- naTkipyeTCR XV-XVII BB. ~ nornsecrcoe scKpbrTne npoerTHpye- M0fi AOpOrH U 3OHbI OXpaHbI naMHT- HUKOB, nOnaAaE0UHX n0)I CTpOHTeJlb- ropiin~meT ~ I U ~ HH ~a xKo n m c x y cena C p e n ~n o n . a e M s o r o MaTe- ~ ~ H T ~ I M ~ K ,OT CJIeBa p e ~ ~ ~ ~ ~ p y ~puma, e ~r ~ f i l p y r o n y Y e H H o r o H a A o p o r H . B n n a H e roponuue n p e n c T a B - roponuue Taruma~:BCTpe- JI5IeT U3 ce611 nPRMOYrOJIbHYIO B03BbI- raIoTCR I $ p a r M e H ~ b l IIOJIUB- I u e H H y I o I I n O u w K y , OpkieHTHpOBaHHYIO HOG KepaMkiKH C rony6oii a CTOpOHaMU npMMepH0 IIO CTOPOHaM T ~ M H O - 3 e ~ e H o f i r'JIa3ypbIO CBeTa. H M ~ ~ T pX3MepbI: OCHOBaHHe C (40~021, 22), I $ P ~ ~ M ~ H T ~ J cesepa H a mr - M H 40 c sanwa H a BOC- MaCCUBHbIX P Y r e K OT KYB- TOK -60 M, BbICOTa KYJIbTYPHbIX Hallna- UIHHOB (@OTO 23), @par- CTOBaHHH OKOJIO 2 M. K T p e M eC CTOPO- MeHTbI ~OKOBHH, H a KOTO- HaM (3a U c K n m r e m e M B O C T O ~ O ~ ~ ) PbIX MMeIOTCB nOTeKki npHMbIKaeT cue OAHa IIJIOUWKa HOD- KpaCHOrO U TeMHO- I I ~ R M o ~ ~ o J I ~ H o ~ ~ I$OPM~IB ~ I C O T O1 ~M. ~ KOpUqHeBOrO a~ro6a($0~0 P a s ~ e p b CTOPOH r c c e B e p a H a mr o K o n o 24, 25). OnkiH I $ P ~ ~ M ~ H T 200 M a c 3anwa H a BOCTOK - M.' 180 AOHqa ITOKpblT ~ ~ C U B ~ T H O ~ Ha ~ ~ H H ~ I G MOMeHT H a naMRTHUKe YCT- r'JIX3ypbIo C T ~ M H O - c e p b I M p O e H 0 COBpeMeHHOe MYCYJIbMaHCKOe OPHaMeHTOM ($0~0 27). K . J l a n 6 u u e ki MeYeTb A ~ A ~ J I M & ~ u Kn ~ f.l % e M H b I f i MaTepUaJI N 3 KyJIbTypHble CAOU TOPOAEIua CIlJIbHO rOpOAMU(a AaTMpyeTCX XV- IIOTpeBOXteHbI. XVII BB. 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B p e ~ e ~ H b3 ~aeH n M U M COOpYXeHMR =-----------------======------=== CH PK 8.02-02-2002 -BpeMeHHMe s n a ~ uU ~coopyxeHMn 0,5% 879,72 - - 879,72 CH PK 8.02-02-2002 -803BpaT MaTepManOB OT BPeMeHHMX 3 H a ~ M 5I4 131,96 - - 131,96 c o o p y x e ~ ~ i15% 2 B c e ~ on o rnase 879,72 - - 879,72 ......................................................................................... MTOrO no rnABAM 1-8 176824,38 - - 176824,38 rnasa 9. f l o n o n ~ M ~ e n b ~ bsraeTpaTfd Ha CTpOMTenbCTBO ............................................................................................. 4. CH PK 8.02-07-2002 - n o n ~ n H ~ T e I I b ~ b 3I aeT p a T M n p U npOH3BOnCTBe p a a O T 1237,l.l - - 1237,77 B 3MMHee BpeMR 0,7% - 1768,24 1768,24 5. CH PK 8.02-02-2002 - 3 a ~ p a ~ bHa B H c n y r y n e T , 1 1% - 6. 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C M ~ T H3~aR a 6 0 T ~ ~nnaTa - p R T e ~ r e C o c ~ a s ~ n IIETPOBA OWTYCTIK KA3AKCTAH * ' OEJIbICb1HbIH <'-4 :,, ,- " TAEHfH PECYPCTAP XaHE IIPMPOmbIX PECYPCOB H TAEkifAT II&AA.JIAHYA~I PEl-YrnOBAHIIJI PETTEY IIPkIPOAOIIOJIb30BAHMII IOXH0-ICA~AXCTAHCICO~~ OEJIACTH 160012, W ~ I M K ~hanacbl, Pecny6nM~aAayfblnbl, 6 H T 160012, rOpOA U ~ I M K np. PT~, c ~ Y ~ 6~ H K M ~ H ~ e n l a a ~8(3252) 31-07-21 c : e-mail: dep-shm @ rumb1er.r~ en: 8(3252) 31-07-21 IOx~o-ICa3axc~a~c~uii06nac~noii A e n a p ~ a ~ IeCnO~M M T ~aBTonoporMTMICPIC T ~ Ma~epnanb~pa3pa60ra~brTOO ((LU~IMK~HKasnopnpoe~r))(TCJ Ne 006467 OT 20.08.2001r.) HX T ocHosaHun s a n a ~ nHa~npoeKTMpoaaHue, yrsepmnetworo ~ ~ K ~ W MPamenM((Oxpa~ao~pyxamqekcpe- K O . nbr))pmpa60raH ~ O M M H O ~ ~ r.M. 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Cor;lac~-toCi Irin PIC 3.03-00.2003 :lJIn Ilpcjospallclrrlrr r ~ o r i c ~ p y ~~cwraiioronono-I-~a u ~ n ~ B T O I I O ~ O ~ ~ M nocne o ~ o ~ ~ l r acrpol.i.re:lr,l~b~xpn6or otrlrlltac..rcnor c-rpouTenr,lIoro II iitrronor-oMY- r - r a ~ copa. Rech C T ~ O U T ~ J I ~ I4 ~ I ~ ' ~ H 6 ~ 1 ~ 0 ~M)'COp 0 1 3 13lIU0311.1.C>I l l i l I-lOillll'OH1-60. Pa6or~RnpOeKT ( ( C T ~ O U T ~ ~ ~a/,& TccO6xon r.lU~lh,lKefi~))KM 2231 a/a M-32 ((rp.P@ C B O C ( ~ Ca~Zlp)') - U~IMK~MT)) a C UhlXOAOM Fla 674 I

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Td4EMFIdPECYPCTAPXi3HE T,~I;MFAT~TAI~UAJIAWYA~I PETTEY - 160012, W ~ I M KKan2Cb1, Pecrly6nh~apyfblnbl, 6 ~ H T 160912. ropoA U~IMK~HT, flp Pecfly6fl~~~. 6 renlaa~c8(7252) 31-07-21 e-ma1l ~~!g-.shm@-r.u_f?l b e ru ren. 8(7252) 31-07-21 ~ ~ ~ y ~ a p ~ ~ uJ ~~ lH ~Cl lC ~'3I L l t > OT 30. l i 2000r.l II:I ocljouaIirrs X I : ~ ~ H ~ < S I~a nl)()i!r\ MpoBalill~.yrl~c~l)1l~.iCfit11m ; n i ~ ~Pa4,1~.1. I 3aha ~ o ~ ~ ( O s p a ~o~py~aroruefi ~ a cpz;rbl)) prwpaiiul:i~i'1'00 K,~I31~111~1111.1 ~~,7oprpatie~> (TCA Jfc 01122P wr 10 l0 2007 r.). 3a~a.tI! ttoxt IrpoeKTa mnrIe.rc2 10)1c11o-IC:13.1xcr % a ~I iic ~o6,ra c1108 ~enap'r&MellTKohlkl~et3a c ~ ~ iiwl I5:iupOr M ~ M PK.K Ha pncchdorjmme npeaci.auncr.rt,l: IlnnctI r1~e.11~1 la51 ~ ~ I I I ~ Tpa6oqe1.0 npoeh-ra, sepTem, C I < ~ p ;twn rc0xpa11aoi I I ~ : IBCII I\Ci-cC~tliasaxcratcciian npnena)) n7 ~ ~ ~ 03.12.3008 r. Ma~ej,r~n:lbinocTynlljlrr Ha pacc,Liorpc.Iril~~ :!7.01.30fi1 r,. N2 30-3. gii,;.r3~-Yy6apon~c:~:i. C:yulcc~i3yio1uaj1ao~onopor.;~ l'cb (~ra(.:nhtapyj ((1-p. --1.Lltr~rteirn)o~t~ocurcn K f j l res~riqec~oii lta-reraptlu. UJ~+pwt~a ~-tpoes)~reii Llacn:6.6 -. 7.5 M. Irrtrpnsa 3eh;inn~oronorrowa - ~ ~ c ~ ~ ) B + T ~ T Co ~COAep>Iioinonocbr, trpeucTaunacT co6oi-i!.lu~.ip~rc~yio.lac-rr, ,TO napawe-rpon 16 Textri+vec~oii ICDI.CtO])J-I14 C 11(;'60llhl~11~11M3MellC13MRMld PLiLII-IYCOI3 irll,Ii:~~(~fi> ac(l)an~;roCie-ro~ra.ro;rtrl~13oS10 Ci5 H 3 6iil.ybW 61!)2 60/9O; - Ire~oBero~~+~ls ni,uofiponyc#ti~lxI-py5,3a McIcnrotrerirreM neys ![-I .0 hi. !co-ropr,reno;ye)Kar ,qeMOHTajJarl!3ae'r.cnI T I I ? ~ I I H O I ~ 10 M. saliepme~r.111peKorfcTpyKrtl4r4asronoporr-ryracrcili 067,~~~j\116% ,.(O~OI-I.I ,ioa~lexlw~.(>t\j,y 6a!tn rryi)lr!;c1ia ~ p RT1;1(1701i013 I i iIOAb! TlOlI. 3ehf.Wll-lblh! lIO:10.I.I4Ohl. ~~i~i~i~llI)i~ll~Clilll~le COO~Y>I(I~HMII yC'rpfimamTCH u ~c:'.rris nepececrclrlrn awronoporif c ~orto.rcj!;nhrll.cysnrlu.nn\rn. nonMnHr,tiwu w C ~ ~ C I C H L I M H riaij;uiaMci. Ro 11:\6eiicn~Fie parc~brnnrio~icps~~oc 1.1 r I,IMI! rlorra%11 o.r-ti(-!ci,l!Kpel-i:lt'mbi 3acenohr ~pa13Ilo paCl-llrC;lbHoh%j'GlIolO. nocnc nposenetrr3n p e ~ o a c r p y ~an.l~l~;roponicl..poiinnonran~caIra I1K 1 18+00 noarrex1l.r u ~ ~ - ~ pe~rsa.Tpa~tcrropl.~-~an nun pa:{nmtm 1r rrjrorrranlca o~na~x-ano,anejrta-r O ~ ~ J I ~ I - ITL?I l i H h l S3118K013. 1lilllCC~l~lI.IepTIX~le.l.Ii13. I l p o e ~ 1 .npeiI)tcMoTpcHbr 0 ~ cnenytouuc \rcponpnnerrl:l no ospalie o~py-irca~orrlefi CpeabI: no- cr ~ f i ~ ~ lCl'.OJKa ni,l:lntlrl4x Ma-replianoe 13 Tpat.rcltoll~.~ll,lxcj~c!~cl-n,is,c~~aG)rtcltr~b~x~ ~ ~ I I T O B ~ I M I I ~ ~ nojIilrahrH, ycrarnonrta cnc~lconreiii-reposi u r l ~ ~ ; I ' ~ ~ ~131~1.1o11I I , I Y I I ~ I IOTso!loR, ar,rno.%crpori.renbHoro Myropa. 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Y Cornac~oCHun PIC 3.03-09.2003 ni~xnpc,xospaHctlnu uollcl-py~utiir~ e ~ n x ~ oaonorfia t - o a?. acpeyn.~a>lcr~c~u~~nosepxHoc~HbrhrM uo,q.~ulr 11 p:rmI,lna npcnycMoTpei1 BOAOOTBO~ c nuncpxrlocrrt n pacrr)~tcii sacru 3a ccter IIOIlcpccl!lorc~ ylr:lolla. BOLLOOTBO~ ocyrsec~~nrre~crr I ( I G R E . ~ ~ ~ B ~no11llil(CH11L I M C C T ~t ~ p ~ r ~ ~ o p ~IIOJIOCIJ.i i M I ~ > ~ t l o ITo ~iancptr~e~lnu crporrrenbcrna 3CMJIH. ~:!)rr!h!aerMl,leLrpoItTcnltloii ll~lo~ua~h-oii Ii 061.~~,3,1)1~)i1jlOPOlOij, JIO:ln~>lC11T~~eXynbTI?Bal(lllt. Pe- K) ,T~,~.HDZ~~IIRBbtUO,'li?5leTCHB LlRa 3TLlna: TCStfIilIL'CKRII14 ~ ~ I ~ O J I O T M L I L ' peKySlbTHBa~klR,yqacroh: C K ~ R arrrir,tupora nocnc oKoHLranwrr ~~LIOFITIILIpa60 r o ~ ~ ~ . r u ~o-rcc~powrenbHoro 15 X a ~ o n Gu?o~oro~ y c o - pa. BCCLc~po~l*e~~bllblti ti 61,1~0noGMYCOP D ~ I I114-r~stI I;!rr0!1~1I 011 TSO. ~ O List of archeological expertise's 4Customer Given by Section Base of expertise Conclusion Recommendations "Archeological 1 KazNIIPI 2055 - 2057 knl Visual observation, Expertise" 1 Dortrans Length of archive materials, archeological importance alignment -20 observation of weren't found, no heritage km stratigraphical situation, areas topographical maps 1398 - 1578 kin Visual observation, During the construction works, inan Length of archive materials, 9 object was discovered- has to consider safety zones (buffer alignment -180 observation of Cemeteries of XVIII-XX area) specified for cemeteries km stratigraphical situation centuries according to the SNiP, or to identify width of They are located from 8- another dimension of the buffer area observation area 140 meters from the axis of based on the agreement with the local -400m road authorities. In order to avoid damaging of the (200 m from Monuments of discovered objects it is important to both sides) archeological importance install protection fences along weren't found, no heritage perimeter of the each cemetery and areas control its integrity during the all construction period. 1KazDorNII 1578 - 1702 Visual observation Monuments of Length of according the alignlnent archeological importance alignment -1 24 was given by customer weren't found, no heritage km (coordinates of turn comers and schematic KM, width of observation area plan of the section) -400m (200 m from both sides) -- 1837 - 1917 Length of alignment -80 km KM, width of (observation area I -400 rn (200 m from both sides) " ~ r c h e o l o ~ i c aKazNIIPI l ~ 2055 - 2057 lun Visual observation, 15 monuments of history During the construction work in orde~ Expertise" Dortrans Length of archive materials, culture that part of to avoid damaging of the discovered alignment -2 km observation of Medieval town of Sauran objects it is iinportant to install stratigraphical situation, (belongs to 15-16 centure protection fences along perimeter of topographical maps AD) are discovered: the each monuments. 14 - suburban 111case of change of existing aligninen chateau (road widening), and inonuinent are 1 - kyariz ancient irrigation inside a construction area, it is system iinportant to make urgent archeologic: servey on its screening and recultivation of all monuments (whic will preliminary cost is 110,900,000.00 tenge). Construction ;an take place only after finalization oj archeological recultivation work on a site I"Archeological Shymkent Some monuments of history Preliminary cost of archaeological - survey" Kazdorprojec culture that part of survey for all monuments is t Medieval town of Sauran 175,944,660.00 tenge are discovered: suburban chateau, It is iinportant to make archeological kyariz ancient irrigation survey on its screening and system recultivation of all monuments. Medieval town of Tashanak According to the local Kazakh legislation (article 2, The Law of the Republic of Kazakhstan "On Protection and Use of the Historical Cultural Heritage"): In case of finding out of the archaeological and other objects having the historical, scientific,artistic and other cultura significanceduring the performance of such works the enterprises,organizations, institutions.public associations and individualsshall be ohliged to inform the iuthorized agency for protection and use of the historical cultural heritage of this fact and Single burial inound suspendthe further conduct of operations. The conlplex archaeological survey inust be conducted before beginning of construction work "Archeological Engineering 1702-1807 kin 7 object was discovered- During the construction works, man Expertise" Centre Astana Modern cemeteries has to consider safety zones (buffer area) specified for cemeteries according to the SNIP, or to identify another dimension of the buffer area based on the agreement with the local authorities. I I . I3li <\:I.1i.ll0-11;i I! I ) I I O ~ ' II~C'.I~'.IOI~:IIIIIC t ~ i ~ t C'QI'O~I I t'. I I ) C 1:;' i ; ~ ~ I ~ ) I ) ( H11 Ilcl Il()OClil> ~ . ~ ~ ~ ' L ' l < 4 ~ l lli!ll!~l!l;ICl t<:l C lC l ! 223 l - ~ ? ( ): ~l ~I i { ~ ~ ~ l ~ ~ i ~ l l , l l ~ t l o I I I I I I I t i i -I I I I I II 1 1 I I l i ~ l j ~ l "(.?T,\o.r I 01)o.t;t I l l I . I - \ I ~ < ~ ~II I" '. .;,;>.: - . 1 ( ~ < ) < ~ ; ~ < , ~ ~,,l{)]){b]~ ji]?C'ii'. j::j:.!>;>.kl~ [ ! ~ ~ ; 111 ~ ~ ~ ~ i : i 1 ;4 . . . ! ' . 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Ir:, ()I; I l l l l l . l ~ ' 51i!l l l I ~ ~ i i l l ;I ~ l ! ~ - - 1 1 ! ~ ~ ~ . I I I ~ ; II {~~~~ L '~!LI !' ~ ~ ; \O.tI~I~~~~, Il OIi l3~),ektecro BToporocnos ocHo8aHnnH nonc~una~)uero ATP-01I-M.1-1-7.1 cnon npepycMorpeHo ucnonbsomrb rpasuR~b~PrpyHT pa306pa~~oroOcHoBanuncyqecr~yloqei nopon~ononew.qt.1. MaM. NI p nMC1 N P D ~ J o , q n , para Pa6orufi IlpOeKTpeKOHCTpyKUUHaBTOAOpOM "rp. P@( ~ CaMapy) a - ~ ~ I M K ~ H ~T '" ~. ~ C TKM K O 1980-2057 CTAgllR nMCl nMCTOB Pn Mfl TapaHeHKO A.M Paspabran lorexwa H.n. TOO Ka3HMmflM npcsepun Tapanenro A.M "flop~panc" Appendix 8 Environmental Fieldwork Appendix 9 Material Sources Appendix 10 Report Contributors Report contributors This ESIA report was compiled by GeoDataPlus, who were assisted by Andrew Huckbody of Huckbody Environmental Ltd, based in the UK. Name L.A. Kuznetsova, Director, GeoData Plus E.A. Babalyk, Project Manager, GeoData Plus 1 G.A. Dzhunussova, Chief Scientist, GeoData Plus M.A. Dzhunussova, Chief Planner, GeoData Plus A Huckbody, Director, Huckbody Environmental, www.huckbody.co.uk Appendix 11 Phase 1 Public Consultations Report on Public hearings on the preliminary assessment of the environmental impact by the project design during road reconstruction works, a section of the international transit corridor "West Europe-West China", financed by the World Bank. In September, 2009 the employees of the "GeoData Plus" LLP, represented by Mr. Babalyk E.A., a Deputy Director and Ms. Dzhunusova G.A., an Environment Specialist, Pryhodkyn I.V. GIs Specialist with the employees of the Administrations of the Committee on Transport Infrastructure Development of Kyzylorda and South Kazakhstan Regions carried out the public consultations of the Preliminary Assessment of the Environmental Impact based on Feasibility Study for the sections of the international transit corridor "West Europe-West China", financed by the World Bank. In the weeks preceding consultations several 100's of information leaflets plus questionnaires were distributed in the course of the field studies. A notice on the planned public hearings has been published in the press: "Kyzylordinskiye vesti" newspaper, No115,September 10,2008; "Nasybe" newspaper, No203,September 10,2008; "Ontystyk Kazakhstan" newspaper, No153-154,September 10,12,2008. Following groups of people have been invited to the Public Hearings: All local population, whose interests are likely to be affected during road reconstruction; w NGOs working in the environmental and social areas; Representatives of the official authorities in the area of environmentaldesigning and social issues. Public Hearings have been conducted inthe following settlements: Kyzylorda: 16.09.2008r Turkestan: 17.09.2008r 77 local people participated in the Kyzylorda city hearings. During the event the local participants raised a number of issues concerning the project implementation periodlduration, compensation amounts, pedestrian crossing (walkways) arrangement and etc. The audience was satisfied both with the clarifications of the specialists of GeoData Plus LLP provided in response to the questions raised and World Bank Environmental and Social policy as a whole. There were some useful comments or recommendations from the part of the participants in regards to the design and construction stages of the project. 35 locals of lkan and Turkestan have attended the hearings in Turkestan. The issues raised were mainly related to the status of the road (free or paid), job opportunities for local people, compensation amounts, availab~lityof the cattle droves and etc. The audience was satisfied both with the clarifications of the specialists of GeoData Plus LLP provided in response to the questions raised and World Bank Environmentaland Social policy as a whole. There were some useful comments or recommendations from the part of the participants in regards to the design and construction stages of the project. The Consultant noted that at this preliminary stage of the project (consultation on EIA TOR and general concept) interest and participation from the project proponents was weak. The consultations were thus carried out mainly with resources and under the auspices of Geodata Plus. In contrast the general public and affected population took a vivid interest in the project. Apparently this campaign was one of the first instances of public disclosure of project details. There seems to have no effective public outreach and information performed at the feasibility study stage and the topic of the motor road renovationdid not receive wide media coverage. To summarize all the hearings conducted in the city of Kyzylorda and Turkestan, we may conclude that local population had not been previously informed about road reconstruction project. The main issues raised at the public consultations were the issues related to the provision of employment for local population during the reconstruction, amounts and types of compensation for and land plots to be potentially acquired. At this stage there appeared to be little concern from the population to questions related to the environmental and social impact of the road renovation. However, based on their comments and with the aim to minimize negative impact the following recommendationscould be collected: At holding of the public consultations on the environment impact assessment stage it is necessary to take into consideration the following issues: arrangement of the public consultations with invitation of all people which interests are affected in the process of the road renovation; official publication of the environment impact assessment on the Web portals of the Roads Committeesof the oblasts and regions of the project 1 month before the opening of the public consultations; publication of the goals, objectives and main results of the environment impact assessment in the mass media; provision of the hard copy of the environment impact assessment to any representative of nongovernmentalorganization or individual person upon the request; invitation to the public consultations of the nongovernmental organizations operating in the field of the ecology and social problems; invitation of the representatives of the official authorities in the field of the environmental design and social problems; active participation of the design and planning organizations in conducting and preparationwork of the public consultations. At the design stage: For the Designers to include cattle droves in rural areas mainly occupied with livestock breeding; For the Designers to envisage arrangement of the safe pedestrian crossings (ground or underground) in densely populated villages; To inform local people about Resettlement Plan procedures, especially compensations of farm workers (rice and cotton fields). At the construction stage The Waste Management Plan must be developed at the start of construction; The Roads Committee of the MTC should work out the issue related to explainingto the local executive agencies, and local population the process and mechanisms of land acquisition and compensation (monetary or land replacement); Control of construction materials carriers will be used - checking that all environment requirements are being maintained. nps~otconnyeneapu-renanalx O ~ ~ U ~ C T B ~ H H ~ I S cnyruaeni OBOC npoema cTpouTenamsa niexnysaponeoro tcopunopa 3ananeau Espona -3ana~ebriiKn~aii. 3 a ~ .anpeKTopa TOO ((reoAa~a Hnmcn E.A.6aBanar~ - npencTaaneHMe TnopqecKoro KoJixeKrma pa3pa6a~b1~amwei3pasnen OBOC ysaciKa CTpoM-rejrbcTsa JOPOTH c 162 KbiAopOrM M39 a0 rpaHMUb1 A K T W ~ U H CMK O ~~~~ ~ ~ I J I O ~O ~; A~ HT C o61riee K ~ I C M K O ~ C17llalCOMJleHMeC Teh.102 ~JIj'llla~Mfi. ~ . 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T e x 27-77-06, 27-68-62, i 26-25-41. --..-___.- ---- REPORT Public hearings on the assessment of the environmentalimpact by the project design during road reconstructionworks, a section of the internationaltransit corridor "West Europe-WestChina",financed by the World Bank. In January, 2009 the employees of the "GeoData Plus" LLP, represented by Mr. Babalyk E. A., Deputy Director and Ms. Dzhunusova G. A., an Environment Specialist, participated in the public hearings devoted to the discussion of the Assessment of the Environmental Impact of the detailed design for the sections of the international transit corridor "West Europe-West China", financed by the World Bank. The event was arranged by: Local executive agencies -Akimats of the Kyzylorda, Turkestan cities and villages of Temirlanovka, Shieli and Zhanakorgan; Territorial Roads Departments of the Roads Committee of the MTC in the Kyzylorda and South Kazakhstanoblasts; Designers- JSC "Institute of GeoProject","KazNII PI Dortrans" LLP (Kazakh Scientific- Research Institute, Design Institute of Roads Transport), "Kazakhstan Zholdary" LLP, "Shymkent KazDorProject" LLP, and "Tabys-Otsenka"LLP A notice on the planned public hearings has been published in the press: "Syr Boiy" newspaper, No5 (17578), January 09, 2009 "Kyzylordinskiye vesti" newspaper, No4 (16.687), January 10, 2009; Following groups of people have been invited to the Public Hearings: All local population, whose interests are likely to be affected during road reconstruction; NGOs working in the environmental and social areas; Representatives of the official authorities in the area of environmental designing and social issues. Public Hearings were conducted in the following settlements: Cities Kyzylorda 17.01.2009 Turkestan 15.01.2009 Villages Shiyeli 16.01.2009 Zhanakorgan Temirlanovka 15.01.2009 98 local people participated in the Kyzylorda city hearings. During the event the local participants raised a number of issues concerning the project implementation periodlduration, compensation amounts, pedestrian crossing (walkways) arrangement, green planting, and other issues. The audience has been satisfied both with the clarifications of the "GeoProject Institute" LLP provided in response to the questions raised, and with the Project as a whole. There were no comments or recommendations from the part of the participants in regards to the detailed design of the Section 1917-1837 km of the Route M-32. 125 locals attended the hearings in the Shiyeli village. The issues raised mainly related to the status of the road (free or paid), reconstruction of the irrigation systems, compensation amounts, availability of the cattle droves, arrangement of the local transportation, etc. The participants were satisfied with the responses provided by the designers "GeoProject Institute" LLP, ((KazNII PI Dortrans)) LLP, as well as with the Project in general. No comments or recommendations have been received from the participants on the detailed design of the Section 1980-1917 km of the Route M-32. The public hearing in Zhanakorgan village hosted 117 locals. The issues discussed during this event dealt with the archeological monuments, reconstruction of the engineering infrastructure, compensation amounts, availability of the cattle droves, and project implementation period, etc. There were two specific questions about future of burial places in Birlik and Ordakent settlements. The ((KazNii PI Dortrans)) LLP representatives assured local people that they included bypasses in the projectwhich avoid any impact to those burial places. 'The attendees were satisfied with the clarifications provided by the design institutes such as c > . ~ ~ U C ~ T C T B O B ~ J I U : 1. K ~ H X ~ X ~E. 0. H O B- 3aMeCTATeJIb A A p e K T O p a K ) x H o - K ~ ~ ~ x C E ~ H C K O ~OO~ J I ~ C T H O ~ O A e n a p T a M e H T aK O M U T ~~TB~T O M O ~ U J I ~ H OpI Or A ~ X (~aneeOn KAA); 2. C ~ I ~ A ~ L.U. I K O-BaKHM T.TYPKCCT~H; 3. E a 6 a n b l ~ E.A. - 3 a M e C T A T e n b r e H e p a n b H O r 0 A H p e K T O p a TOO ccreona~a~ I O C ) > 4. Axy~ycosaT.A.- K.T.H. r J I a ~ H b l % 3KOJIOr TOO c t r e o f i a ~ a~ I O C ) ) 5. AHTOHWK A.M. - H H X e H e p TOO ( ~ U ~ I M K K~aH3 T0 ~ p f l p o e K ~ ) > 6. BTO~OB A.C. - TOO ( ( T ~ ~ ~ I c - O I J ~ H K ~ ) ) ; 7. W U T ~ J I U c.MK~H,~ . T Y P K ~ C3aHHTepeCOBaHHble JIuJJa, T ~ H , BCerO 39 WJIOBeK. 8. ~ ~ ~ ~ A C T ~ B U T ~ J I H B C ~ M H ~ 6Ha OK~. O H a Ha nosecTKeAHR: c t 0 6 w e c ~ s e ~ ~ bcnyruaHris no oqeslce s o s ~ e i i c ~ s Has olcpyxammyrocpeny pe~lre~uii r e n pa6oqero npOeKTa npU PeKOHCTPYKZI(HH~ B T O M O ~ H J ~ H O ~ AOPOrH Ha YqaCTlCe 2057-2135 KM TpaCCbI M-32 ( ~ . T Y ~ K ~ n.kiKaH),MeXAyHapOAHOrO TPaH3HTHOTO lCOPHAOPa ((3ana~HaSi c T ~ H Espona -3anan~briiKuTaiiB. 1. COBCTYflWTeJIbHbIM CJIOBOM BblCTynUn aKHM ~ . T ~ ~ K cCc~T~~AH~ E.LU. B I I K O 2. ~ ~ ~ A c T ~ BIlpOeKT H H X e H e p H J I TOO ( ( ~ ~ I M K C HKT~ ~ A o ~ I I ~ o ~ K T ) ) AHTOHWK A.M. Bonpocbr u s a ~ e s a ~ u n BOIIPOC N 9 1 : fl0 o6e CTOpOHbI C Y w e C T B Y I O w e r O 06e3~aBCC 3eMJIU BbIKYnJIeHbl, H e B a p e H A e , a B b I K y n n e H b I , n O Y e M y H e CAeJIaTb 0 6 x 0 ~~ O P O A ~Tpacca ? HC AOJIXHa 3aXOAHTb B r O P O H AOJlXHa O ~ X O A U TBCe HaCeJIeHHble nYHKTb1. ~ OTB~T (ATHOHWK A.M. - H H X e H e p TOO ( ( ~ ~ I M K ~ H T K ~ ~ A o ~ I I ~ o ~ 9TC)BaMH K ) ) : C o r n a c e H , H o 3TO BOIIPOC H e KO MHe, 3TH BOnPOCbl K 3aKa39HKY. TO H e HaLUa KOMIIeTeHuHX. BOII~OC2 A N 2 : K T 0 ~ ~ K ~ ~ Y E I K ? HYXHOBHaYZLJIe C HaCeJIeHHeM nOrOBOpHTb, a HOTOM P e m a T b . B ~ I BCe PeIIIHJIH M tTOTOM H a M TYT O ~ ~ X C H S I C T CKaK 6 y ~ e TA O p O r a IIPOXOI[RTb, CKOJIbKO 3eMJIM , 6 y ~ e ~ U3bIMaTbCR, CKOnbKO KOMY A e H e r . ~ O G M M TBAOJIb ~ AOpOrM BbIKylIJIeHHbIe 3eMJlM, UeJIeBOe H a 3 H a V e H U e KOTOPblX IIPeAnPHHHMaTeJIbCTBO r A e Mara3UHb1, r A e CePBMCbI, CAe 3aflpaBO9HbIe CTaHJJUII, 3 T 0 CTOJIbKO pa6orux MeCT. OTB~T (ATHOHWK A.M. - HHXeHep TOO ( ( ~ ~ ~ M K C K aT3 ~ 0 p f l p 0 e K ~ ) ) ) : P a 3 p a 6 0 T a ~ 0 H T30, K o T o p o e AMPCKTMBHO O n p e A e n R e T H a n p a B n e H M e . 3 a ~ a 3 rsbrnan ~ ~ T e x H H r e c K o c s a ~ a ~ ~ e , COrJIaCHO KOTOPOMY MbI n p O e K T H P Y e M . n 0 q e ~ yH e PeIIICH BOflpOC o6xona r O p O A a T y p ~ e c ~ a ~ , 3 T 0 BOnpOC H e fl0 W p e C y , 3 T 0 BOIIPOC H Y X H O 3 a A a T b 3aKa34HKY A BallIHM BJlaCTRM. HpeXfle YeM flpOeKTHpOBaTb, Mbl AeJIaeM BCe 3 a M e p b I . E c n ~M flOIIaAaWT CTPOeHHR n O A AOpOI'y, TO B 3THX c n y s a R x 6 y ~ e B b m n a q e H a K o M n e H c a q u x . T OTB~TK ( ~ M M ~ . T Y P K ~ C Tl~3H~ C b b 1 ~ 0 ~ E.LU.): Bbl rOJIOCnOBH0 TaK H e ~ ~ R B J I X ~ T ~ .3 e ~ e J I b ~ b l f i E C T ~ KOMMTeT, r A C e C T b BCC 9 e p T e X U . Mbl CneAAM 3a 3TM AeJlOM. Bonpoc N 9 3 : Bonpoc K 3aKa3YRKY: n O q e M y H e 61,111 p e u I e H BOnpOC o6xona ropona T y p K e m a ~ ? OTB~TK ~ H X ~ X ~ E.O0.- 3 ( H B a M e C T H T e n b flApeKTOpa ~ ~ H O - K ~ ~ ~ X C TOAHKAA):OB~CBOe ~ C K O B p e M X 2 0 0 7 r O A y , no 3aAWLHHK) MHHHCTePCTBa TPaHCflOPTa M K O M M ) J H M K ~ ~ M ~ ~ p a 3 p a 6 0 T a ~ o 6bl~10 T 3 0 AOpOrH. P ~ ~ ~ ~ ~ O TTY3 0M6 K1 OTOO b n M < ( K ~ . ~ A O ~ ~ ~ O C K T ) pI2IlteHHX Bce ) . T 3 0 Bonpoc N 2 4 ( ~ K M M ~ . T Y P K ~ CbTl~3 HbC ~ 1 ~ 0 ~ E.LU.): Bonpoc K 3eMeJIbHOMy KOMUTCTY, CKaXMTe CKOJILKO c T ~ o ~ H KaKRX I I O n a A a e T n 0 A CHOC, CKOJIbKO ~cMJIM? R H ~ ~ OTB~T(Ha'MJlb~li~3eMeJIbHOrO K O M M T ~ T ~ ) :n e p B 0 e no ayJIbHOMy OKpyI-y C a y p a H , T a M IIpaKTMqeCKU H e T CHOCa, BCerO ABa 3eMeJIbHbIX YqaCTKa. B H a r a l I e H a M CKa3alIU: l I l U p R H a 3 e M nonoma 70 M e T p o B a ~ b A ei n a n M p a c s e Tno ~ T Ra p a M e T p b r . n Tenepb noA noc~orn~~bifi OTBOA 27 MeTpOB U H U r A e HRKaKMX 3eMeJIb Mbl H e U3bIMaeM. Te JIIOAU, KOTOPbIe HaXOAXTCR Y KpaX AOpOrM yXe AOrOBOpUJIRCb 0 KOMneHCaUUU. T 0 J I b K 0 H a IIOBOpOTe r . K e H T a y MbI CHOCMM A B a CaMaHHblX sagopa U OAUH I I ~ o B o J I o ~ H ~ I ~ ~ 3a6op. B OCTalIbHbIX MeCTa CHOCa HeT. CHOCe C T b n p U o6xo~e c . h a H , 3 T 0 0 6 p a 6 a ~ b l s a e ~ b 3eMJlN, H a c e n e H u e c . u K i l H 3HaeT, q T O IlOXYqMT TaKYIO Xe 3eMJIIO B r e A p y r O M MeCTe. no A O p O r e , Bb1 FOBOpMTe HYXHO 060fi~11rOPOA TYPK~CT~H,B G T ~ e ~ A ~ 6 y ~ MCnOJIb30BaTb A O p O q , K O T O p M YXe eCTb. Aopora PaCLUUpUTCX, 6 y ~ yCAeJIaHbI~ T p O T y a p b I , O C B e q e H U e 3 T 0 AJlR HaC XOPOWO. OH^ H e n p X M 0 no UeHTpy, H y X H O ee UCnOJIb30BaTb. A no BOnpOCaM CHOCa, eCJIU 6 y A e U3blMaTbCX 3eMJIX, CTpOCHRX H a Hefi, CHOCMTCX A e p e B b X HJIU A a X e ~ TyalIeT, BbI IIOJIyrMTe KOMIleHCaqMM. H ~ nOBOnOB, T AJIX IlCpeXHBaHUM no 3TOMY BOIIPOCY. Bonvoc N 9 5 Bonpoc K IIpOeKTUpOBuUKy, A o p o r a 6 y ~IlpOXOAMTb no e ~ ~ e f i c T B y I O I Q e f0i 6 ~ . e 3 ~ 1 1 o f i A O p O r e , M e X A Y pa3BX3KaMM CKOJIbKO KWIOM~T~OB? OTB~T (ATHOHIOK A.M. - UHXeHep TOO ( ~ U ~ I M K ~ H~TA K ~ o ~ I ~ ~ o ~ K T ) ) ) : P ~ ~ B XBCerOR B ~ K T y p K e c T a H e B A B ~ X ~ O B H X X s e B H a q a n e A nocenesm u rae ~~UIHOCOBCKM)) p a ~ ~ aA. s a n n e p e K p e c T m O T ~ ~EG~,p n w ~e H K H T a y 6 y ~ co ~ y CB~TO@OPHLIMp e r y n n p o B a H n e M . Bonpoc N 2 6 : M e w y K e H T a y M EHPJIMKCKOnbKO KRnOMeTpOB A M e X A Y Eepnl.1~0~O T ~ ~ ~ ~ ~ C K U M KOJI~UOM? B ~3 I H a e T e CKOJIbKO KMJIOMCTpOB, BOT EMpnMK O ~ E . ~ A M H R J IBMrOPOACKYIO TCPPMTOPMH). O T C I O A ~MAeT OKOJIO 1000 ~ e ~ eCf6i A 0 18 n e T B 20-IO IllKOny. K ~ K AeTM 6 y ~ y Tn e p e X O A R T b ~paccy ? OTB~T (ATHOHIOK A.M. - H H X e H e p TOO ( ( ~ ~ I M K C HKTa 3 ~ 0 p n p o e K T ) ) ) : A KaK B r O p O A e AeTH IIepeXOAXT YJIHqy CO CB~TO@OPH~IM ~ ~ J I H ~ o B ~ H M ~I IMe ?W e ~ 0 ~ ~ bCBCTO@OP. ~ E C T ~ l f i Bes~eeCTb T p O T y a p b I C O C B e u e H M e M H MeCTHble IIPOe3AbI. ~ ~ W ~ X O nAe pHX O AIb 1~npeAyCMOTpeHb1 H a BCeX e ~ n e p e K p e c T K a x . Bonpoc N 2 7 : BO~MOXHOo p r a ~ ~ 3 a q6onee 6e3onac~oron o n 3 e ~ ~ o rnepexona nu ~ m o B r e p T e ryCTOHaCCneHHbIX IIYHKToB? OTB~T (ATHOHIOK A.M. -UHXeHep TOO ( < ~ ~ I M K C HKTa 3 ~ 0 p n p 0 e K ~ ) ) ) : YCTPO~~CTBOA n o 3 e ~ ~ o r o nepexona ~ p e 6 y en ~M p M~LRTMH,gonomHTem,HbIx T~PPMTOPHZ~ non o p r a ~ ~ 3 a q ~c n1y0c K a n o A 3eMJIM, BO3MOXHO A r n e CHOC C y q e C T B y I O q M X C T ~ O C H R ~ ~ . Bonvoc N 9 8 E y n y ~JIM O r p a x A e H H m B A o n b Tpaccbr? OTB~T (ATHOHIOK A.M. - M H X e H e p TOO <(LU~IMK~HT3 K a ~ 0 p I I p o e K ~ ) ) ) : C a ~ aTpacca 6 y ~ e ~ o r p a X A e H a ~ C T O H H ~ ~ MJMI O K ~ MBM~ I C O T O ~ ~ ~ 0.75 M OT MeCTHOrO n p O e 3 A a . H H K ~ KT Oa ~C ~O p H n p T J I M ~ I ~ H M ~ ~ U IleUIeXOA H e M O X e T MMeTb T y A a A0CT)'n. Bonpoc N 9 9 YTO K ~ C ~ ~ T 3KOJIOrM'leCKMX BOIIPOCOB, H a aBTOTpaHCnOpTe IIepeBO3RTCX KUCJIOTb1, C X ' 6 e ~ 3 ~ ~ , COJIRpKa U T.A. B npOWJIOM rOAY, MbI CaMM BMAeJIH, KaK 40 T O H H M QMCTepHa n e p e B e p a y n a c b H a a B T o n o p o r e 1.1 wo 661~10. YTO n p e A y c M a T p H B a e T c m H a ~ T H cnyqa~?.I? M H e MHTepecHo, n o q e M y B ~ Ic n p a r u m a e T e MHeHMe H a p o A a , K o r A a B c e yxe c o r n a c o s a H o M 3 a B e p W e ~ 0 ? C)'~~CTB)'~TB ~ T ~ ~ X A ~r eHH nHJ I a~HI pa3BMTHSI ~ T Y ~ K ~ CB TPOnMHMCTOPMKO- ~ ~ KyJIbTYpHOrO g e H T p a K a a x c ~ a ~Taa,M npeAyCMaTpMBaeTCX ABa o 6 ~ e 3 ~OAMH a C Y ~ ~ C T B Y I O ~ R ~ ~ , ~o~opbrii~ B pIe K o H c T p y M p y e T e M ~ ~ o p o3af in p e A e n a M M ropona. OTB~T (ATHOHIOK A.M. - MHXeHep TOO ((N~IMKCHTn K a 3 ~ 0 p p 0 e K T ) ) ) : 2 3HaKOM C 3TMM o 6 a e 3 ~ oAJMHHO~~ ~ B 21 KM, K O T O P ~ IIIOJIHOCTbIO ~ ~ 0 6 x 0 ~ ~ .~T1Y ~ K ~HO 3~THYXe c T 0 . ApYraSI 4a3a pa3BMTMX n p O e K T a , B03MOXHO B 6 y A y q e ~3TOT 0 6 x 0 ~6 y ~ e TCTPOHTbCX, a ceficlac MbI Bonpoc N 9 9 : B TaKOM C n y Y a e y HaC BOnpOC 0 CHOCe CytqCCTBykOtqMX clpoe~~fi.e H ~ o T o p b l e yxe IIOJIyYUJIU YBeAOMneHMe, qTO UX 3eMJIU ~ Y A Y TU361MaTbCH. E c n ~KaK BbI CKa3aJlM A O p O r a 6 y ~ e T ILIUpMHofi 27 M, a y H a C OT OCM c y 4 e c T ~ y I O w e f AOpOrM A 0 AOMa PaCCTOslHMe BCerO 15 M. i TO YTO 3HaYUT, OT BOPOT A 0 TpaCCbl OCTaHeTCR PaCCTORHMe BCWO B 1,5 M. O T B ~(T~ K M Mr.T)'pKecTaria): Bbl C C ~ rOBOpMTe 0 BblAeJlCHHblX AJIR ~ C 3acTpofi~llTePPMTOPMRX, a H e 0 n o c T p 0 f i K a x . Ecna y Bac eCTb BCe AOKYMeHTbI H a 3T11 YYilCTKM, TO B a M 6 y ~ e TB b l n n a Y e r i a KOMIIeHCaUklR B COOTBeTCTBUM C 3aKOHOAaTeJIbCTBOM M HOPhlaTMBaMM PK. Bonpoc N 9 1 O : E c T b JIM y Bac CKOTOIIpOrOHbl B n p O M e X y T K C M e X A y HK~HOMTYPK~CT~HOM? M OTB~T (ATHOH~K A.M. -HHXeHep TOO ((M~IMK~HTo K ~ ~ A ~ I I ~ o ~ K T ) ) )npeAyCMOTpeHb1. Aa : Bonpoc N 9 1 1 : 9 X M B y n p R M 0 OKOJIO c ~ I ~ ~ c T BAOpOrU, y~ Merill ~ A C T ~ G ,ll H e M O r y 3TOT ~ I O ~ ~ 6 AOM nOKllHYTb M nOCTPOMTb ce6e AOM B APYrOM MeCTC. y MeHR K BaM npocb6a, MOXHO KaK- H M ~ Y o~o~%?.M AOM, Y T O ~ M 3I 6 e ~ a T b A ~ MOG ~ er0 CHOC. OTB~T(ATHOH~K A.M. - MHXeHep TOO < ( ~ ~ I M K ~KX~AOPIIPO~~KT))): H T He n e p e x ~ ~ a i i ~ e 0 6 h e 3 ~ H mA O p O r a 6 y ~ e IIPOXOAMTb B T 6 M OT BaJilerO YYaCTKa. O T B ~ T( ~ K H M ~ . T Y ~ K ~ c T ~PHK~O ) :H 2 e M e A y m npOeKTMpOBUUKaM n O K a 3 a T b IIpOeKT 6onec AeTaJlbHO TOG X e H l U U H e , YTO~JJ UCKJIlOYMTb ee COMHeHMll n0 HOBOAY H3bRl'MR YqaCTKa. Bonpoc N 2 1 2 : B o s n e H m e r o cena U l o p ~ a ~ 6 y ~ IeIP~OXOA~~T3~~ Tpacca, CKOT a n o c e M M ~ HI a ~pyr0fiCTOpOHe 3~05 AOPOTM, KaK M b l 6 y ~ Tee~n e p b er0 ~ ~ ~ C F O H R T ~ ? O T B ~(ATHOH~K - T A.M. M H X e H e pTOO ( ( U ~ ~ MK K~ ~( HIT~ ~ J o ~ I o ~ K T ) ) )pafio~eayna m 0 p ~ a K B : HaMM IIpeAyCMOTpeHO ~ C T Q O ~ ~ C T BCKOTOIIpOrOHa B AByX MeCTaX T M n a O ~py6a.T a M TaK Xe eCTb MOCT M C Y X O ~AOK, B 3TOM MeCTe T a K X e M O X e T ~ IIPOM3BOAMTbCR n e p e r O H CKOTa. Aoc~ynXe CKOTa H a aBTOCTpaAy H e B 0 3 M O X e H , TaK KaK no o6e CTOPOHbl V a C C b I ~ Y A Y TYCTPOeHbI 3 a U M T H b l e x e n e 3 0 6 e ~ o ~ ~ bo 1r pe a x A e H m . Bonpoc N!? 13: YTO M3 ~ e 6 R6 y ~ e THPeACTaBnRTb CKOTOnpOrOH, CMOXeM JIMUIb qepe3 H e r 0 CKOT POTO OH SIT^? O T B ~ T(ATHO~IIOK A.M. - MHXeHep TOO ( ( ~ ~ I M K ~ HK T3 a ~ 0 p n p o e K T ) ) ) : Aa 3 T 0 6 y ~ b x e n e 3 0 6 e ~ o ~ ~ a ~2 TpyGa H a 2 M e T p a . Bonpoc N214 (AKMM~ . T Y ~ K ~ c Mbl H ~ ) : BaC CAeJlaTb 3TM CKOTOnPOI'OHbI 6 o n b ~ l e r o T ~ IIPOCMM pamepa, TO BOSMOXHO? O T B ~ T (ATHOH~K A.M. - MHXeHep TOO ((U~IMKCHTp n p o e K ~ ) ) ) :C a ~ b l f i6onbrrroii K a 3 ~ 0 CKOTOnpOrOH, ~0~0pblfi M O X e M 3allpOeKTMpOBaTb, 6 y ~ e MMeTb p a 3 M e p b i 4 H a Mbl T 2,5 M a p a . Bonpoc N 9 1 5 : B pafio~eEMpJIFiKa H O B M T p a C C a BnJIOTHylO nOAXOAMT K CYUeCTBYkOLUMM CTPOCHMXM, KaK 6 y f l e T 0CYUl.eCTBJIRTb IIOAbe3A K AOMaM B 3TOM ~ J I y q a e ? OTB~T (ATHOH~K A.M. -MHXeHep TOO <Ka~aKopraIic~on,~ O H ~ P ~ ~ ~ U I O 06J'Iam;~ ~ ~ C K O ~ 7. Tney6e~o~E. - ~epprrroprrarpa~16liimcneK-rop - rnaa~rd cneyHarrucT Apano- C M ~ ~ ~ ~ ~ H HAerrapra~ema3KOJIOllIH; C K O I ' O 8. Ea6ama E ~ ~ O G-S3aMeCTFlTelTbMepaJ%HOn> mpempa TOO ((rEumTAnnK)C)> I H 9.4xearpuropm3b ~ o ~ e n ~ a-empeff~opA0 ((HHCTHT~T ~ r n reonpoem); 10.l l a knexcmj~pBIIKTO~OBFIY~ e c m m ~ -3 a mipemopa A0 (TpmcnopTa; 15. K y m ~ a eEp6ona~Cepmosar - rnas~adicnewmm K~I~~UIOPAHRCKOTO ~ +mnma PrTI ~~KSW~BTOAO~)) 16. A ~ n a m ePycm Cana~aTym- m a e W Mexwwx n3Y-51 Kbl3unopmapc~oro ~ QmmarraPm a, ~4loacece.Janarrpeco.axmIe mua, Bcero ,/'J YenoBex.(Cnucoxnpwamemcx) Mblp3a6aii N.K. - 3aMeCTHTeJIb HaYWbHIlKa ~ ~ I ~ ~ u I o ~ O ~~J ~cZ TKH Oo ~~O o ~ n e n a p a ~ eKOMHT~T~OMO~MJI~Hnopor; ~ ~ a ~ B T ~ I X 3. I l p ~ j l cpa6owR ITPOeKT peKOHC'lpyKl@TM ~ a ~ ~ ~ B T O M O ~ W H OA~ ~ P W Ha O yYacTKe 2057- I980 mi ~paccb~ M-32 (not, Xmacoprm) Memapomor0 TP~H~IITIIO~O Kopwopa ct3anmZ.M E~pona- 3 a n ~ Kmait~6 ucnonb30BaHHe~cnaifnoa - &umi~6ae~ d 5ona~AGepnolssq -sa~ec~a-ren& nnpercropaTOO ctKa3HI.M Aop~pmc)); 4. ,&nee BljrcTynan ~a6anbluEn6ocm - 3a~ecra~e~reHepanbHoro wrpenopa TOO r b {(TEOAATAMK)C))c pmascHeHueM nos~sujkB c e ~ n p ~ o6mxa; r o 5. npeflc~a~tm pa6onuG IIpeKT peKOHCTpy~HU~BTOMO~MJI~HaOpOl3i HayYaCTKe 2057- O % 1980 KM Tpaccbl M-32 (noc. Xwa~oprrur)MemqyrrapogBoro ~ p m 3 m o r oKopWaopa ((3anmarrE~pctria-3a11aryrb~%~aii>)c 1 ~ c n o m 3 0 s acxaiino~npencrasuTenu A0 ~ ~ e ~ ccI4~mrg.rreollpoem). Ronpcg N9 1 (m~eJ& ~ ~ H ~ K Q P M-ICyrwp6aeaA.)-~ Q K E X ~PeKOHCTPYRQkiK)yqaCTKa HOG. H T L 2057 - 1980KM 1106.% H ~ K O P ~ ~ ?H -- 07-acm( 3 a ~ e c m ~ empercropa On KAQ Mqsa6& LU.) - Ila~a3arrsa cndae y?acToK 2057- m 1980KM TpaccbI M-32 (aocSXm~oprarm) - BOIIWCNE5 (XH~enbDOC.XaHaKopraH - KhIc~ay6ae~a A,) - gym^ nK 3 a M e ~~py6onposon e ~ IIPBPeKoucrpyIEYaEi~ o p Bmayne C y ~ a ~?a ~ a e4nm: ( ~ ~ M ~ C T E I T ~nqercropa OA A E S Mblpsa6ai4Ut.) Hmmdlre ~ e 3 a ~ ~ c w3xcnep~a ~ o r o 1.rnpe~cTawmcBoe s a ~ m ~ e ~ s e , qlEmecr~~ena resepamxoro wpemopa TOO cc.Teo,aaTalTJTIEOC>)- E d a ~ ~ b l-~K w b r i i E.) ~ ~ M J I ~ ~ I O BICOTOPMGBHe~CornaceH c~O,Q ~ ~ O T ~ J ~ ~ H K O ~ ~ , npeHocTasnemiorl eMy, M O X 3a~ma~b ~ ~ e s a a c oseHKgr B mo6or'r oae~orvrokKoMnmursa,melolyefi n ~ q e ~ 3 t a nuace peruaTb m w , Bee cnopmre BOI~OCIJB c y ~ e . C n ~ c o uysawrnarco~O ~ I ~ ~ C T B ~ H H ~ I X cnymaunriino u~oraupa3pa6o~iniPXI n[rOOBC rro pelcoecrpynua~~e-xmy~apon~oro~ H ~ E ~ Trcoprraropa >no yrac-rhy2057 -1980 KM Tparebr M 32 ~ b l ~ b l ~ l ~ p ~ 1Ul ~Ji ~I ~Ci lTS~l ~ ~ rroc. Xurra~oprae ym cpe~yperne~~iipa6oreronpoema npH pereoecrpyzcquH eab~oiiAoporH Haysac-me1917-1837rn TpaccblM-32 ~~IJ'~o~BS%)MeHCJJyHapOAHOrOTpaHsHTrtOrQKOpH~Opa i<3anan~asEspana-3anannbriiKts~aii~ 17 RHBapS 2009 r. 2.flaspoa A.H. - RasanaHm mAena X O ~ ~ ~ O J I I I Kaqecma M ~ H C M K H pa6o~K b ~ b m o p ~ ~ ~ i o i w o6~ramoi-ofieaapahi~e~~aKomera ~ B ~ O M O ~ E ; ~ ~ H ~ I X sopor 3. Cepnamre~K.C.- K)PBCKOHCY~TK m m o p m ~ c ~ o06nam0r0 ,Z$xapnwe~iraK o m m r o ~~BTOMO~XIJI~HJJX Aopor; 4.Ea6ana1~En6oncm -s a ~ e m ~ ereaepmHoro mpeK-ropa TOO CEOmTA ILIIK)C>> n b 5. % e ~rpmoprr2lr MHHo~embes~sAHpemp A0 ~ - ~ C T W - reol?poe~~)); &.Elmkne~mnp B~moposwssawemTeJrarorpenopa A 0 t4&crn~yreonpoem); - ~ 7. Ocnmo~ r. - s a ~ e c ~ ~Hammmca Ynpasmm naccmapcrcoro rpmcnopra a ~ e m ns.roopor IGarnopmc~oiio6nam; 8. K y r r ~ ~ aEp6ona.r C~PRKOBH~ e ~ -rnamblQ c n e u ~ m c KErl3rmroparnc~oro@maria PITI r ~Krn~~~lm~op)); 9.& x p y w ~F.A.-K.T.H., rna~mri4sKonorTOO ) a a, tame ~ csmtr~epecosa~me e xm& scero renoae~.(CPZUCOK np~~azaemcx) Ha norzecmceAHa: a06ulec~serrsbrecJryntlatrPra no oseniceB O ~ A ~ ~ ~ C THHoqyxcamqym cpem B a R perue~afipadouero npoelcTa npa peicoHcrpyqm ~ B T O M O ~ I ~ J I ~ HAOPO~HHa O ~ I yWtcl.tCe 1917-1837 KM T P ~ C C ~ ~ (r. Kbl3blJIop~a)Me~YH8PO~AOrO M-32 ~panswrtrorotcopwopa c<3ananaa~Espona-3 a n a ~ ~Kmii>> ~ i i 1. O~HBUCOMKTJ rq~cyrcmyromc q e m ~ ~ B O A H M ~06mecmemwx cnymamti M OCHOB~IMH 3 ~ 1 e ~ e m pa6o~erunpoem PexoRcrpyam ~BTOMO~HJI~H~oponi - a ~ ~ O ~ MernHapasHoro ~pamwra~n,Kopmopa c(3amm Eqmna - 3 a n w d Kxrai3)) Mb1p3a6d U.K. - smec~mmHauEuIbrmca Km~~ropmnc~orn O~II~CTHOM) ~ e n a p ~ 8 ~Keom ~ e~~Ba T m O M O ~ H -ROpOr; ~ ~ ~ J I ~ ~ 2. fIpe~~~asEJl pa6om IIpWKT J ~ K O H C T ~ ~BBTOMO~HJI~HO&ROPOrYI Ha ~ U H YYaCTEe 1917-1837 ~clvl-rpaccbr M-32 (r. Kk13qnop~a)Memyxapomtoro T~ZZH~HTHOTOKopwopa <<3maJ(HaREBpOrIa - 3NIa,4Hblii &T&)) C HCl'IOJIb30BllHUeM~fiaifa0~ na.K ~ ~ K C ~ A P BHKTO~UBUYa ~ e c ~ mmme ~ ~ oA a0 >; -3 p p 3. Hanee B M C T Ea6a~bmEJI~OC~IH 3a~ecrn~emreHepanasoro mpemopa TOO ~ ~ - <{EOMTATUIK)C>)c paacHemeM nosmi3Bce~qaon,6 m a ; %~l.lDOc 3 C p o CTpOHTeJIbCTBaK3IiHOrO~o~KTZL? 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OKOHSaAMJU O ~ L ~ ~ C T B ~ H HI~YE U ~ % C J K BCe y%3CTEIP.IKB M O ~ I M03HaKOMEITbCR C pit(50m qoemoM. npoem~asK O M I I ~ HA 0 ~ ~ H C T H TFeonpoercru 0 3 ~ a ~ o ~ uKx a ~ ~ T m e m a Ha Bce ~onpocbr y4acmoB crryluarruii o cne sasepmem pxyccHa opram3a~opa~w6burrz Ha ~ a p ,a Tame pst&.~ehri npoem no~a3awr s nmb~ coo~smmymmrueaoscaewrr u o~serbrno BceM MmepecymmRM BO ,azLHRorocnymawm. ytadi#&4 06llblCTblK Gexpe~apa 06mec-r13e~~arx cnym& Cepaarr~e~ K.C. - O~MCTHO~O~ & X I ~ T W ~ H T ~ K o m m a ~ B T O M O ~ H ~A~OHp~r ~ X ~ ~ O T O KO O~ ~ ~ C T B ~ H H ~ I X ~JIyIlJaHkiiino OUeHKe B O ~ A ~ G C T B U ~ ~ Ha OKPYXaIO~YIOCpeAy peure~niipa6osero npoema npw peKoHcTpyKqws a a ~ o ~ o 6 w n b ~Aoporw Ha ysacTKe o i i 2231-2260 KM, 0 6 x 0 ~r.~bIMlCeHTa,2 1 3 5 - 2 2 3 1 ~TpaCCbI M-39 (c.TeM~pjraHo~Ka) ~ MeXjQ'HapOAHOrOTPaHSHTHOrO KOPHAOpa ((3ana~HaREspona -3anaaHblii K~Taii)). ~ ~ U C ~ T C T B O B ~ ~ U : 1. 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Ha nosecurlce AHR: ( ( 0 6 w e c ~ s e ~ ~cnyuraHws no oqesKe ~osaeiic~saiiHa oKpyxammym cpeay pelue~wii b r e pa6osero npoewa npw pe~oHcTpyKqww~ B T O M O ~ W ~A~OPHOO~H~Ha ysacTlce 2231-2260 ~ KM, 0 6 x 0 ~T.LU~IMK~HT~~,2 1 3 5 - 2 2 3 1 ~TpaCCbI M-39 (c.Te~wpnaHoalCa) ~ MemnyHaponHoro TP~HSRTHO~OKopwAopa ((3anaa~asEspona -3ana~~b1iiKn~aii)). Bb~c~ynanw: 1. COBCTynUTeJIbHbiM CJIOBOM BbiCTynUn 3aMeCTUTenb aKHMa O ~ ~ ~ ~ ~ ~ Cpafio~aC K O ~ O H H X ~ M ~ H O B ~ ~ H ~ K O M UIIPHCYTCTBYIOWUX C U C n b m IIPOBOAMMblX O ~ W ~ C T B ~ H H ~ ~ X C. J I CnyUlaHliG n p O e K T a PeKOHCTPYKQUH ~ B T O M O ~ U J I ~ HAOpOrH O ~ MeXCAyHapOAHOrO TpaH3MTHOTO KOPUAOPa ( ( 3 a n a ~ ~ a H Espona -3aIIaAHblfi K U ~ a i i ) ) . 2. ~ ~ ~ A c T ~ B U J I pa6orwfi n p O e K T PeKOHCTPYK4HM ~ B T O M O ~ H J I ~ AOPOrH H a YqaCTKeH O ~ ~ 2 1 3 5 - 2 2 3 1 ~TpaCCbI M-39 ~ ( O ~ A ~ ~ ~ C U H CMeXAyHapOAHOrO TPaH3HTHOrO K U ~ ~ ) KOpUAOpa, TMn A 0 ((HHCTUTYT ~ ~ o I I P o ~ K T ) ) n a A.B. ~ Bonpoca~w s a ~ e s a ~ w x Bonpoc N!?1: H ~ MKaK , npOCTblM JIMJmM, H e IIOHRTHO, 9 T O 3 H a q U T TeXHMqeCKaR KaTerOpUR A o p o r H16,P m m c H M T e , noxanyiic~a,KaKUe y H e e n a p m e - r p b r ? OTB~T(HEM A.B. rm A 0 ~~HHCTMTYTI ~ ~ o ~ P o C K T ) ) ) : COI'JI~CHO ~ X H H ~ ~ C K O # T C n e ~ H @ U K a ~ MKaTerOpHR AOpOrU U 1E, 3 T 0 A O p O r a C 9 e T b i p e X nOnOCHblM ABHXCeHUeM 0614eii m~parloii27,5 M, K a x a a R nonoca u M e e T UUPUHY 3,75 M. ABCnonocbr B OAHOM H a n p a B n e H u H H ABC B A p y r O M , M e X A y HHMU pa3AeJIMTeJlbHa.H n O n O C a U l l l p M ~ 0 f i 5 M. Tame 6 y ~ y T YCTaHaBJIUBaTbCR 6 a p b e p ~ b l O r p a X A e H H R AJrR UCKJlH)9eHHR e n060~0r0CTOJIKHOBCHUR. Bonpoc Ne2: ~ R P M HH ~ B ~ C HAOpOrU O ~ ~ CKOnbKO MCTPOB?CKOJI~KO MeTPOB OT OCU cyLqec~symrueG~opora? OTB~TI ~ A.B. ( K rm A 0 HMHCTUTYT~ ~ O ~ D O ~ K T )27) :MCTpOB. Hosa~A o p o r a 6 y ~HaA~ ) e cyqec~symruefiOT OCH no 13,5M e v o B . Bonpoc Nc3: Hacene~ueUHTepeCyeT, KOCHeTCR MnU H e KOCHeTCR 3 T a A O p O r a H a B e C H M c y u e c T B y t 0 ~ e f 3i a ~ 1 ~ 0 f i ~ M ? A O MH~e 6 y ~ CHOCHT~CX? y ~ OTB~Tn rkln ( a K A.B. A 0 ((MHCTUTYT~ ~ o I I J ~ o ~ K T ) )~)P: C A B ~ P U T ~ J I ~~LIIIU IIPOBeAeHbl H O M3bICKaHUA TO, e C T b O n p e A e n e H b l : MeTOA npOXOXAeHMR TpaCCbI no T e M M p n a H o B K e . n p M CTpOUTenbCTBe n y T e M PaCIIIRpeHUR c y I I J e c T B y t 0 ~ e f i AOpOrM n O A CHOC n O I I a A a J R 661MHOrMe CTpOeHMR, II03TOMY 6bm0 IIPMHRTO PeIIICHMe CTpOUTenbCTBa 3CTaKaAb1, n p U KOTOPO~~BCC CTpOeHUR O C T W T C R BHM3Y, H e n O A B e p r a R C b CHOCy. A o ~ HC a 6 y ~ y CHOCMTbCR. T Bonpoc N 2 4 : ~ O A P O ~ Hq T~O~ M3 , ce6x n p e A C T a B M e T 3 c T a K a ~ a ? mar KOIIOHH, p a 3 M e p b I K O ~ O H H ? OTB~Tn ( a K A.B. rMn A 0 ((MHCTMTYT ~ ~ o ~ P o ~ K T ) ) ) : HOBO^ CTpOeHUe B ~ I C O T O ~ ~ M e q O B , 5,8 6 y n e ~o n u p a T b c x H a c B a u , ((TN o6pa3~anK O H C T ~ ~ K ~ U H . KoJIoHH~~ repes 33 M e T p a Bonpoc N g 5 ( 1 l p e ~ n p M H M ~ a T e J I bc . T ~ M M ~ J I ~ H o B-K ~O p X 3 HypGon): B q e H T p e n0CeJIKa HaXOAMTCR A B Y X ~ T ~ X HM~a rIa~3 H H , TO e C T b ~ er0 BblCOTa yXe npeBblLIIaeT BblCOTy 3CTaKaAbl B 5,8 MeTpOB. YTO6 y ~ e C HUM M APYI'RMM ~ A ~ H M R M I I ? T B ~3IT 0 y q U T b ~ B a j I u ?n p 0 6 n e M HMKaKMX H e ~ Y A ~ T ? OTB~T (na~ A.B. TMn A 0 ((MHCTMTYTF ~ O ~ P O ~ K T ) )3)T:M 3 A a H U H H e ~ Y A Y TMeIIIaTb, KaK IIpM CTpOMTenbCTBe, T a K M n p M 3KCnJIyaTaqUU. Mbl BCC YqMTbIBaJU, npo6ne~H e 6 y ~ e T . Bonpoc Nc6 (XMTeJIb n.TeMMpJIaH0BKa - Eonres6afi Kana6afi): Henbsx 6 b i n o CnpOCUTb H a m e MHeHMe A 0 IIpOeKTUpOBaHMX. BO~MOXHO 6b1np0IIJe 661110 CAeJIaTb o 6 . a e 3 ~ . A T e n e p b CKOnbKO MaIIIMH, CKOJIbKO I I I y M a U M y C O p a I4 BCe 3 T 0 H a H a N M rOnOBbl n a A a T b 6 y ~ e T . HuKTo Xe H e 6 y n e ~MblTb KOJIeCa n e p e A T e M KaK BbIeXaTb H a 3CTaKaAy. ~ O Y ~ M eYCIIpallIMBaeTe MHeHMe H H a p o A a ? K O M M ~ H T ~( Pa Ue~T~M3 M c T e n b aKMMa O ~ A ~ ~ ~ C U H CpKa fOi 0~HO a XYM~HOBe C.): C G Y a c peqb H e MAeT 06 M3MeHeHUM n p O e K T a B T y KIIU A p y r y l O CTOPOHY, pa6oq~fin p O e K T yXe 3 a B e p l u e H , 3 a q e M B ~ M TO? JIyqme BCe c n p a I I l U ~ a f i T e0 TOM KaKUe CTPOeHRR ~ Y A Y TCHOCMTbCR M KaKaSl KOMneHCaUMX 6 y ~ e ~Tb l n n a q M ~ a T b c R ? Bonpoc N g 7 (CO~CTBCHHUK~ M U P ~ ~ H OPBXKM~OB) :UCHTpC I I . T ~ CCTb ABa ABYX3TaXHbIX AOMa B ~ ~ C O TBbIIIIe O ~ 6 MCTpOB, M e X A Y HMMM 26 MeTpOB, BbI I'OBOpMTe HYXHO 27, KaK TaK nonyqae~cx? OTB~T (narc A.B. FMn A 0 ((MHCTUTYT F e o n p o e ~ ~ ) ) ) : haw^ ~ o n o r p a Q b 1 npolunu secb YWCTOK, BCe 3 a M e p b I CAeJIaHbI, HMKaKRe 3AaHUR Mbl H e 3aACBaeM. Bonpoc N g 8 (XMTeJIb ~ . T ~ M H ~ J ~ ~ H B ~BHKO~K M o F Fe~a~tifi):r O l o p a MMeeT O n p e A e J I e H H y m NMPMHY M O H a 6 y A e T MATH no U e H T p y AOpOrU, ~ ~ ~ B u J I ~ H o ? 6 y ~ e THaIII M ~ C T H ~ I ~ ~ I'A~ T p a H C n O p T n p o e 3 X a T b ? ~ H ~ Y U6 T ~ e PaCllIMPeHUe H M X H c~T~a p~0 f i ,L(OpOrU MnU H ~ T ? y T OTB~TI l a ~A.B. FMII A 0 ((MHCTMTYTr ( e o n p o e ~ ~ ) ) ) :B npenenax 3e~ern~o1-on n o o T H a c ~ I I J ~ c T B ~ I O AOpOrM. W ~ ~ ~ Bonpoc Ng9 ( X M ~ e n bc . T ~ M u ~ J I ~ H o B K ~ ) : B ~ CKa3ajIM, I '-IT0 ~ Y A ~ T CTORTb KOJIOHHa. 2 CaM CTpORTeJIb M pa36~pamcb~a T K npOCTO KOJIOHHY H e IIOCTaBMUIb, HYXHO 6 y ~ e pTb l T b KOTJIOBaH n O A K ~ X A OK~O ~ O H H OA~O~n X H a 66176 nOAYIIIKa, KaK 3 T a KOHCTpyKUliR ~ Y A ~BJIMRTb H a T COCeACTBylOUMe MaI'a3MHbI M APYrMe ~ A ~ H M R ? OTB~T (na~ A.B. rJ!fn A 0 ((~HCTMTYT~ ~ o ~ P o ~ K T ) ) ) : HMK~KUX3 ~ 0 ~ e f i ~ T B M ef i~ Y A ~ T , T ~ K H KaK KOJIOHHa HaXOAUTCR no U e H T p y AOpOrM. BOII~OC9 N l O (CO~CTB~HHHKM c . T ~ M ~ J I ~ H o B K ~B) :b l KOJIOHHbl 6 y ~ e T eCTaBMTb M A O J I ~ U T ~ 6 y ~ e ~MJIU e H ~ T ? M o r y ~JIM IIORBMTbCA T p e U M H b l B CTeHaX Mara3MHOB BO BpeMR CTpOMTenbHblX pa6o~? Bonpoc N?11: r ~ 6yAeTe TpoTyap &m neruexonoe? OTB~T (IIa A.B. I'LlZl A 0 ((MHCTUTYT reonpoe~~))): ABYX CTOPOH C c y ~ l e c ~ ~ y m q e i i Aoporu no 1 MeTpy ruupu~oji. Bonpoc N212: ECXHIIOCTaBUTe no CepeAUHe cyU(ecTByIO~e8AOpOrU KOnOHHbI, C AByX CTOPOH OT KOnOHH 6 y n y ~npOe3XaTb MeCTHbIe MaIIIUHbl, TO AJIA neIIIeXOflOB MeCTa He O C T ~ H ~ T C X ? OTB~Tn a ~A.B. ( r&mA ((MHCTMTYT~ 0 ~ o ~ w o ~ KTPOTY~P~I T ) ) ) : Gyny~,3TO 06113a~enb~0e YCnOBUe. OT 3AaHHII A0 3AaHUII IIOpIlAKa OT 27-30 MeTpOB, B TOG IIOIIOCe 6 y ~ e ~ npenycMoTpeM npoesn nm MecTHoro aBToTpaHcnopTa u nemexonHbre AOPOXM. Ewe pa3 IIOBTOpXIO, qTO CHOCa He 6y~eT. Ecnu CHOC 6bm 6b1, TO CMbICna B 3CTaKaAe H e 6bln0 6bl. Bonpoc N213 (CO~CTB~HHUKC . T ~ M U P ~ ~ H O B K ~ ) : K ~ K6 y n e ~OpraHH3OBaHO ABUXeHUe MeCTHOrO aBTOTpaHnOpTa BO BpeMR cT~ouT~JI~cTB~?BeAb Bbl 3arOpOnUTe L[eHTpaJlLHyH, ynuuy. OTB~T (na~A.B. FMII A 0 ((MHCTUTYT~ ~ o ~ P o ~ K TBO : ) ) )BpeMIl CTpOUTelIbCTBa 6 y ~ m ~ ~ ~ ~ ~ C T B IIapZUIeJLlIbHble YnUUbl O B ~ H ~ I U BPeMeHHble 06se3nb1, KOTOPbIe nOCIIe CTpOUTenbCTBa 6 y n y ~BOCCTaHOBJIeHbl. Bonvoc N ~ 1 4( E ~ ~ M ~ XUTenb c.Top~~ynb): c o B KaK ~ Y A C TTpaCCa npOXOAUTb n0 UeHTpY c.Top~~ynb? OTB~T (na~A.B. rMIl A 0 ((MHCTUTYT~ ~ o ~ P o ~ Knp1.1)IIpOXOXCAeHUU no T ) ) : TeppUTOpUH c.Top~~ynbTpacca npoeKTupyeTcx c T ~ U M U me napaMeTpaMu noporu, KaK B c . T e ~ u p n a ~ oc~~~oasna~uiiHe c, npeAycMaTpusaeTcn. Bonpoc N~15(XPiTeJIb c.Te~UpnaHoBKa Topexa~os.XMBeT BAOnb Tpaccbl): Mb1 He IIOJTyYUllH BHRTHOrO OTBeTa. BOTCYweCTBYeT AOpOra no UeHTpY T~MU~JI~HOBKU. BOSMHT~ nepeKpeCTOK, OH Ha3bIBaeTCX y HaC UeHTpOM. OT3TOr0 UeHTpa B CTOPOHY U ~ I M KH~B H T ~ CTOpOHy T Y P K ~ C TBb1HnOCTaBUTe 3TY ~ ~ . ((T>>-O~P~~HYIO CepeAUHe CBaIO n0 3~0flAOPOTM. Bbl YBepeHbI, YTO IIOCJIe YCTaHOBKU 3 ~ 0 a3CTaKwbI ABHXCeHUe OCTaHeTCR TaKUM me, Y MeHR COMHeHUII. T ~ MHeT T ~ K O ~ IIIUPMHb1 OCHOB~HH~ OnOPbl KaKUX napaMeTpOB- UUpMHa, ... TOG BbICOTa A T.A.? HUM I I ~ O ~TpaKTOp C C ~ H O M ?~ ~ B ~ CH T KaMa3e YrOnb CMOXeM MbI A ~ T a H unu H ~ T ?Ha scTaKaAy npeAnonaraeTcR 6onbman ~ a r p y s ~BblAepxuT a , nu ee K O H C T P ~ ~ U R , H e YnaAeT JIU 3cTaKafla? Y HaC 6nu3~0llOnXOnRT VyHTOBbIe BOAb1, CTpOUTeIIbCTBO3CTaKaAbI He nosnezieT mi 3a co608 noAMbrB CoceAHux ~Tpoe~uii? nonnbrseT nu H a m a ~ O X ~ H L I U ~ , He ~oprosbriiue~Tp? r ~ Be ~ npeAnonaraeTe npoBeAeHMe I napanenmHbix nopor? 5l mmenb TeMupna~o~KuHe U BMXY HU OAHOG napanennb~oii-06'be3~~0fiAOpOrU. H ~Ta~0fiAOpOrU. T OTB~T (na~ A.B. TMII A 0 ((MHCTHTYTreonpoe~~))):q B e ~ ~ scTaKaAbr p e nponm 6yAe~63 MeTpa - OAHa 6ZUIKa. C AByX CTOpOH OT OnOpbl OCTaeTCR no 5,5 MeTpa AOPOXHO~~IIOJIOCbI. Becb T ~ ~ H ~ H T HTpwnopT n o i i ~ e ~ sepx~eiinopore. HMm~eii ~ I G no cyrrlec~~ymqeii Aoporw AJur Hymn MeCTHOrO TpaHnOpTa 5,5 MeTPOB C KLIXCAO~~CTOPOHbl ~ Y A AOCTaTOYHO. YHCT~X ~ T BbICOTa 3CTaKaAbI 5,8 MeTpOB, 3~0iiBbICOTbl AOCTaTOYHO WII lTPOXOXAeHHII aBTOTpaHCnOpTa. Bonpoc N?16 (xMT~JI~. T ~ M U V ~ ~ H O B K ~ c Eonres6aii Kana6aii): Heyxenu CTpOMTenbCTBO 3CTaKaAbI O ~ O ~ % A ~ TAemeBne CTpOMTenbCTBa 065e3n~oiiAOPOTU? C R OTB~T (na~ A.B. I'MII A 0 ((MHCTUTYTre0np0eKT))): C T ~ O H T ~ ~ ~ C T B O AellIeBne. 3CTaKaAbI Mbl pa3pa6aTblBaJIUnpOeKT Ha OCHOBaHMM T30, KOTOpOe 6blJI0 pa3pa60Ta~0B CBOeM BpeMR. Bonpoc N217 (XCMTeJlb C.T~MMPJ~~HOBK~ Eonrea6aG Kana6aii): H m e ceno T ~ M M ~ ~ ~ H O B K ~ 3HaeT BeCb MHP. 3fieCb HaC nplrpOL(a Y npeKpaCHaR, a Bbl nOCqOMTb XOTMTe 3TY 3CTaKaAY R CbInaTL MYCOP Ha rOJlOBbl IIm~efi. Bonpoc N218 (&MT~JIL C . T ~ M H P ~ WXJ'CJ'IIOB O B K ~ DyficeH): Bbi 6yneTe MCnOnb30BaTb KPaHbI IIpR YCTaHOBKe KOJIOHH, a eCXM OTOpBeTCR TpOCC, PRAOM HaXOnRTCR nOMa, KOTOPbIe MOrYT nOCTpaAaTb, 06 3TOM BLl AYM~JIH? OTB~T( n a ~A.B. TMII A 0 ((~/IHCTMTYT~ ~ o ~ P o c K T~) )Y) .A ~~06nK)naTcRTeXHMKa T 6 e 3 o n a c ~ o c ~ ~ . 3r0yxe npM npou?BoncTse pa6o~. Bonpoc Ne19 (XCkf~enb c.T~Mu~JIZLHOBK~): BOTIIIRPRHa 3CTaKaAbI BLICKiF3aJIM 27 MeTpOB, a HalLIM AOMa He OCTaHYTCR B TeHM 3CTaKaAbi. Bbi 6b1XMnM n0A MOCTOM? O T B ~(lla~A.B. TMn A 0 ((HHCTMTJ'T T reonpoe~~))): KpaR OT 3CTaKaALl MHHMMYM 5 M e V O B no Gn~xaiillr~x c q o e ~ ~ i i . Bonpoc Ne20: npe~ycM0'Tpe~bl OqaXneHMR H a cnyqaG JIM aBapUM, He YnaAyT JIH MaJlIMHbl C M O C T ~ ? P ~ C C Y MJIM ~OvaXneHMR Ha T H ~ ~ CKOPOCTb 120 KM/Y~C? OTB~T (nu A.B. TMn A 0 ((MHCTMTYT~ ~ o ~ P o ~ K T ) ) ) : O T ~ ~ X A ~IlpenYCMOTpeHbI, H M I I CCTb C O O T B e C T B y ~ ~ U e paCqC2Tbi. Bonpoc Ne2 1: Y MeHH Bonpoc K AenapraMcHTy amoflopor KIKO. BOTKaK BM npencTaBnReTe X M T ~ non MOCTOM? Xopomo BLI cAenaeTe UI~MOUSOJI~ULIH),HO TaKue TIIxenoBecHbIe MaIlIMHbl6yfly~npOe3XaTb HaJI ~060~3, ~ y TM~P~L(MM. 6 y B 3. &nee IIpeACTaBMna pa6oniii IIpOeKT PeKOHCTQyK4UM~ B T O M O ~ H ~AOpOrM~H~a ~ H O YqaCTKe 2231-2260 K M , 06x0~r . ~ b l M K e ~TpaCCbI M-39 MeXAYHapOAHOrO ~ a TpaH3MTHOrO KOpMAOPa, M C ~ O J I H M TDMpeKTOp~ ~ ~ ~(tKa3aXcTaHxoJIlJapb1)) ~ J I ~ H TOO My~aiinapo~a A.C. Bonpocar n 3 a ~ e s a ~ n a Bonpoc N!?l: K a ~ fiOpOra6 y ~OT U ~ I M K ~T~MM~JI~HoBKR? a e ~ A0 H T ~ OTB~T (TOO ctKa3axc~aHxoJI~apb1)) M ~ H & A ~ ~ o B ~TexHuqecKan XapaKTepMCTMKa A.C.): AOpOrM COOTBeTCByeT KaTerOpMR 16. Bonpoc Ne2: npennonaraercn nu peMoHT c y q e c ~ ~ y m q e t i nopor~? OTB~T (TOO c t K a 3 a x c ~ a ~YA.c,IIpOBeAeHa PeKOHCTpYK~MR a ) : ~ T C ~ I J J ~ C T B ~ ~AOpOrM, G3T0 H e PeMOHT, Q I I J ~ a YUIMPeHUe M AOBeaeHMe A0 IIapaMeTpOB KaTerOpMM 1 E. Cefi.iac OHa H a ABe flOJIOCLI 6yner H a rIeTbIpe. 4. Bbrc~ynMnC IIORCHeHMHMll 3aMeCTHTeJIb aMpeKTOpa ~ X H O - K ~ ~ ~ X C T ~ H C K O ~ O OA KAA K ~ H X ~ X ~ E.O. B ~ H O Bonpocb1 w sa~esannrr Bonpoc N c ~ :K ~ K6 y ~ e TIIPOBOAMTbCR IIpOueCC OUCHKM HaURX YqaCTKOB, M KaKaR KOMIIeHCaUHR HaC O X M A ~ ~ T ? OTB~T3 a ~ e c r ~ ~AMpeKTOpa K>XCHO-K~~~XCT~HCKO~O ( e n ~ OA KAA K ~ H K ~ X ~ HE.0.):~ O B Cckkac BCnyTCR pa60Tbl no 3TOMY npOQeCCY nOAC'lCTa CTOMMOCTM BblKyna M BbIAaqM K O M ~ ~ H C ~ U H ~H~e OAHOAHeBHaR pa60Ta. 3T0 , Bonpoc Ne2: B T ~ M U ~ X ~ H O B K ~ XMBeT OKOJIO 10000 VCnOBeK, KaK C ~ K o J I o ~ M ~ ~ c K O ~ ~ , C ~ H M T ~ ~ H OTOqKli 3PeHMR nOBJIMIleT TpZiH3MT, Ta3bI M BLlXJIOflbI MalLIUH, nblnb no 3CTaKaAe G H a MeCTHOe H ~ c c J I ~ H M ~ ? Bonpoc N23: BLI B b l f i ~ M ~nee p e A Bae3AOM B T ~ M M ~ J I ~ H o B K CTOpOHbI ~ ~ I M K ~eCTb T ~ CO ~ H MOCT qepcs p e K y Apbl~bM nonqaca noc~oii~e no8 MOCTOM no KOTOPOMY n p o e 3 ~ a m ~ MaUIMHbI. Becb HapOA T ~ M M P ~ ~ U3AeCbB co6panca, y ~ O K M HaC TYT ~y3efiM 6 0 n b ~ M q aBAOlTb ~ e ~ ~ p a J I b YJIMJJbI PaCnOnaramTCR, HaA KOTOPbIMM Bbl FOBOpMTe 6 y A e ~IIPOXOAHTb ~ 0 f i 3CTaKaAa. TO ~ Y A n~P U r0nOJIeAe iIOA 3 c ~ a K a ~ oCf i~yII(ec~~ym4efi T JXoporofiHe H3BeCTHO. K a ~ mH U ~ Y A ~ Cepbe3HaR aBapMR M O X e T npMBeCTM K Cepbe3HbIM IIOCIICACTBURM, H a 0 cekac p e U a T b BOnpOC 0 H~O~XOAUMOCTUB03BeAeHHH 3 ~ 0 g3CTaKaAbI. H~XHO3anpeTHTb CTPOMTeJIbCTBO 3CTaKaAbl HaA c y r r ( e c ~ ~ y ~ l q~e ~%H T ? X ~ J I~0porofiB T ~ M M ~ J I ~ H o BHaAO ~ H O ~ K ~ , npeAyCMaTpRBaTb O ~ ~ ~ ~ A HA Y ~KO)~ Y~ ! K T H e CnpaIIIMBaJI MHeHMe MeCTHOrO HaCeJIeHMR! !! O O Bonpoc N24: HW ~y3efiT ~ M H ~ ~ ~ H O B K U 6 5 ~ MeXAyHapOAHOrORBJIReTCX 0 ~ ~ 0 ~ TYPU3Ma. M3- 3a scTaKaAbr noTepneTcn @scan sna~ua,nmnw nepecTaHyT npue3ma~bB ~yseii,KTO BO3MCCTUT 3TOT ymep6 M y s e w ? ~ Y C TOrAa nOCTPOXTb My3efi B ApYrOM MeCTe H a BUAy, T ~ q~06bl ero 6 ~ ~BHAHO c ~ o ~ oTpaccbl,n x 0 f i m A H M o r m nocewa~bero. Bonpoc N25: K ~ 6Ky n e ~npON3BOAMTbCR OUCHKa R 3 b l M a e ~ 0 f i MY MI IN? H a n p M ~ e pR B n a A e n e q n o c e B H o r o nonm? OTB~T (Tac6yna~o~ A.K. OqeHWMK KOMnaHMU TOO ((C~pafi~))):~ KBbl OTMeTHnM y BaC K n o c e B H a x se~rur,~ o ~ o p yBLI m a p e H A y e T ey r o c y A a p c T s a .Hanpu~epBM 6epe~e3 ~ y~ ~ M J I HB) apeH,L(y y rOCyAapCTBa H a 49 JIeT HnM 3Ta Baura YaCTHaR 3eMJiX. n R ~ bn e T BbI cfi IlOJIb30BLiJIUCb H H a OCTaTOK CpOKa 44 r O A a paCCWiTbIBaeTCR n p M 6 b m b H a OCHOBe AaHHbIX AeIIapTaMCHTa C ~ J I ~ C K O T O X O ~ R ~BaLUerO C T B ~ pafio~a,AaHHble 0 ~alIIefi npu6b1nu 323 lWTb n e T s K c n n y a T a u u a , c K a x A o r o remapa n o c e ~ ~ onnoqam i i M y M H o x a e T c n H a 44 r o A a . TO KaCaeTCR HCABUXMMOCTM, CCJIM Ballla ~ O C T P O ~3aKOHHa, TO KOMIleHCMpyEOTCR 3aTpaTbI H a ~ K ~ ee BO3BeAeHRe BCe COrJIaCHO 3aKOHOAaTeJIbCTBy M HOpMaTHBaM PK. B b 1 c ~ y n R J I ~ v J I ~ T YTK~JIOBlTpe,UCTiLBMTeJIb B C ~ M M ~ H6Oa ~~O afl. ~ nPeACTaBJIRF0 opra~~3aqum~ e ~ R p ~ b ~l Zf ~i H KKOTOpiUl , B03MOXH0, B03bMeTCX 3a @ H H ~ H C M ~ O B ~ H U ~ B , CTpORTeJIbCTBa 3~05 AOPOTM. pa6o~amB o@ce B C ~ M M ~6H aO ~ O Aa c T ~ HCmga B ~ ~ . cefiqac IIpMeXaJlR ABOe MORX KOJlJler - CVTYAHHKOB O @ H C ~B Bamu~r-ro~e.BOCilOJIb3J'fOCb CJIyqaeM M no6naronapm aKHMaT, ~ 0 ~ 0 X ~ bKOMMTCT, i f i lTPOCKTHPOBU(HK0B R BCCX, KT0 OpraHH3OBaJI3TM O ~ W ~ C T B ~CJIYllIaHHR 38 TO, 'IT0 n p M r J l a C H m HaC CWAa nOyqaCTBOBaTb, H H ~ I ~ IIOCMOTpeTb, KaK Bbl 0 6 c y x ~ a e ~R eTeXHH'IeCKHe BOnpOCbl ,Il s T 0 B RTOre npMHeCeT BaM 3Ta AOpOra. Y HaC, KOrAa Mbl CJIYIIIaJIH BaC, y MeHR HaIIpMMep, B03HMKJIO OlIQllUeHRC, qTO O q e H b XOpOllIMe BOnpOCbI BbI 3 a A a e T e 0 TOM, KaK H a BaC OTPa3MTCR CTpOMTeJlbCTBO ,XOpOrM KOHKPeTHO. X O T ~ ~6O1 CYCJIbIUIaTb 6 ~ OT I l P O ~ K T H p O B ~ H K O 3~0fiAOPOTH, qTO XOPOUlerO B n p u s e c e T s T a A o p o r a c T p a H e M BaM KOHKP~THO. T ~ K BOT, R n o H R n , TO 6binw BonpocbI no T e m p n a ~ o ~IIOe , ~ 3CTaKane. Aa, A ~ ~ ~ C T B H T ~ J IMOIYT 6 6 1 CJIOXHOCTM, KpOMe BCerO ~ H O ~ ~ XOpOlIIerO M ~ Y T ~ L T I K W~ Y ~ YIIeTeTb, T XOTR 6 y ~ yOpraHU30BaHb1, ~ KaK 0 6 a ~ c ~ ~ n u IIPOCKTHPOBUMKU, 3aWHTHble OrpaXAeHHR. K ~ K6 6 1 BbI IlpCnJIOXPiJIU lTpOBeCTM 3 7 D O P O T , MOXCT 6 b 1 ~ bH e 06x0~1,a CBOM KaKMe-TO IIpeAJIOXeHwR, BapMaHTbI, KOTOPbIe BbI O~CYXAW MCXAy co6oii? Harvl, KaK COTpyAHMKaM BC~MMPHOIa ~ ~KOTOpble 0 6 a , AOJIXHbI ~ Y A Y TnPMHRTb p c m e H H e 0 @ M H ~ H C M P O B ~ H UBCCrO TOTO, 'IT0 M c e k a ~nJIaHHpyeTCX, ~ Y A MHTepeCHO Y3HaTb ~ T B a m M llpeAJIOXeHHR, eCnM eCTb y BaC TaKMe BapMaHTbl, noXaJlyfic~a,B ~ I C K ~ X H T ~ C ~ ! K O M M ~ H TU3~ZiYAMTOpMII: E c n ~C ~ H K6 ~ M ~ ~ y A e y9HTbrBaTb H a W e MHeHMe, TO H a M H e H Y X H a ~ 3 T a 3 C T a K a a a .15 MMHYT IIOCTO~IIOA~MOCTOM ~ T I4 llOCMOTpMM KaKBC Y BaC ~ Y A Y TOUQ!weHUH, a HaM TYT XUT~!JIy~ll~e o6ae3~! CTOMMOCT~ IIpOCKTa CTpOUTeJIbCTBa 3CTaKaAbI U A p y r H X paCCMOTpeHHbIX BapMaHTOB TaK HaM M H e CKa3aJlM. Aarul OAUH ~ P B H R T BapMaHT TOnbKO U BCC! ~ I ~ ~ .--.-. I,,, r ' 1 CUHCOK yrsc-ramcos O ~ J Q ~ ~ T B ~ H Hcnynrasi~llno lrroramp a 3 p a 6 0 P11~ OBOC no M X ~ ~ H p e x o H c l p y l c q s a M q H a p o n n o r o T ~ ~ H ~ H T H~copwopa O ~ O "3anau~aaEapona-3anwrrarl Kmafi" C,T e ~ ~ p ~ l a J i 15.01J009r. d 1-e a&TEihfeHTaKOMHT~T~O ~ B T M O ~ U J I ~ H ~ I X nOpOr mmi5X.C. -ropwc~o~cKarsbzrrop~wc~oroo6namoro f l e n a p ~ a ~K~o~~au ~ e ~ a y ~ ~ a ~ e " il~~0~06lXJlb~bIX aOpOr; 4. ~a~%rnFjapo~~ e c ~ m m - s a Amma UlaemZlc~on,paiio~aKb~sbmop~mc~oiiO~JI~CTU; 3. ~ S H Z O J I O Br. - H a W X b H M OTAeJIa Ip~OCTpOHTeJD&TBa EipXHTeKTyPbl ~HefiF&clCOrO EI paiio~aK L I ~ L ~ O ~ A W H C K O ~ 06nacT~; 6. P m e r o ~E. - Tepp~~opuaIIb~bfi HBCneKTop - T X ~ B H ~ & CneUHaJII3CT Apano- Cqnapbu~c~orof l e n a p r a ~ e~~K~OaJ I O ~ H ; 7. Ga6amric EJI~OJIC~Ma ~ e c ~ ~ reHeparibHor0mpempa TOO ((TEOaATAIUW>C>) -3 ~ e n b 8. r l x e rpmop~i4~ Z K H O K ~ ~ B-Nmpemop A 0 ~ P l i i c ~ ~reoIIpoe~r)); ~ Y ~ r y r 9, n a Axe~cmnpB ~ m p o s m - ~ ~ M ~ C T U T ~ J I Y , nwpemopaA 0 ~~MHc~rny~ I'eoIlpoe~~>); 18. X~~eEiaeac e ~T m ~ 6 a e ~ r-nr m B ~ b $ cneuaaru3cT oTwa amogopor Prrpa~l~em Y ~~~~~~~~~~o TpaRcnopTa u iti3Toaopor Kmg~rl!opmc~oii09nac~~i; 1 1. FanrmGae~6ona.r A ~ ~ H O-Bs aE~I e~c m e g ~ e ~ ~ oTOO ctKa.3HHHllki Aoprpac~ n q p a 12.Yreyo~A-mpemop UIAem#c~oropakomro IY no oxpatrenemB H xmomoro MHpa; 13. K y m e ~Ep6onar Cep~xo8m- rnas~bdicnemanHcT ~ Z ~ ~ ~ T I O ~ , ~ H H+nmmaO G K O ~Pm ~~Kmm~o~op)>; 14. A K ~ ~ H I IPycfiX3 C~a~aT'j'Jlb1 lIH~e&Th~ii[ ~ T - MemtIK A3y-51 Kmb~llopm~pc~~ro arnn~anaPrII ctKrnasmmp)>; 15. Cm~rnatnro~s fiex6ay -mmeHepA 0 cdCa3AopHMM~ a, rarcHce Bce smmepecosm~brem a , scero 1'2< qenoaeli(Cnuco~npwrazaemcs) 4, firnee nwxynan Iia6manc E~16ocbn-1- sa~e-rn reFiepameoro mpernopa TOO ( { E O W Am C > >c p a 3 ~ c n e ~ w e ~ no3smiiB c e ~ ~ p ~6oar o~ ~ a ; 5, ilpenc~aslu~ pa&-$i npoemp e ~ o ~ c r pm~~m6 m r i o inoporHHa yYacrrKe 1980- o i , 1917 KM TpiiCCbI h4-32 (EOC. mlf~nu)MeXnyHapOpMQn> TpU3EiTHOOTO KOPHAOPI ct3arra.q~arrE~porra-3an-#l KHT&>> c acnom3ommieMcna#rro~noKa3anH mxeHep A 0 ctKmAop%@fGi~ ~ ~ ~ Hse~6ay.B C X O B o l l - ~ C 3 ( &~EWXOJIOB N9 r.-LtLwem#cdP&OH& lfpXHTeKTOP-%~YAIZTCOBceMa ~ B P WKasat~aMH,~py6a~tr H ? {ITB~T:( 3 a ~ e c ~ ~ ~ e J I b mpeKTopaORKAA Mhlpsdaii UI.)-Bce ~py6bi,K z 1 H W ~ Y W T p ~ K O H C T p ~ ~ O B 8 H b 1 Bonpoc 5 -Eyae~m B S H M ~ ~ CmaTa 3a~ s e c3rraeenemoronyma rra L R ~ I ~ ~ H ~ K ) Tpaccy? (sahfecrmenbDJEXTOpaOJ, KAA Marp3aGak UI.)-H~T,NlaTaHe6 y ~B3HMaTbCII. e ~ @er,pempb 06m4ecme~mrxcrrymms34 Cep~anue~ K.C. - oS~rm~oro Aenap~a~ezi~am ~ ea~~o~o6srmrmnc K o ~ a nopor Perac~paqnrtyracrarirms o6mec~ne~llrbrx luarr~8no i;l~orah~s p 8 6 0 ~ ~ ~ cay p PII s OBOC no pe~uttn-pyrcquame-~ay~apomoro T~IPIJWTHOT'O icopuaopa cdananrranEspona-3anaa~blii]tCkrraLtb>no y=fac17rcy1980-1917 KM Tpnccbl M 32 TeMe u MerTe