E2999 v1
ENVIRONMENTAL IMPACT ASSESSMENT
FOR ROAD SAFETY IMPROVEMENT PROJECT
UKRAINE
2007
TABLE OF CONTENTS
INTRODUCTION
1. PHYSIOGRAPHIC CHARACTERISTICS OF THE REGIONS ALONG THE ROAD
2. GENERAL DESCRIPTION OF THE PROJECT
3. ASSESSMENT OF ENVIRONMENTAL IMPACTS FROM THE PROJECT
5. ASSESSMENT OF IMPACT ON SOCIAL ENVIRONMENT
6. ASSESSMENT OF IMPACT ON TECHNOLOGICAL ENVIRONMENT
7. MEASURES FOR MAINTENANCE OF ENVIRONMENTAL STANDARDS AND
ENVIRONMENTAL SAFETY
8. COMPREHENSIVE ASSESSMENT OF INVIRONMENTAL IMPACTS
9. ASSESSMENT OF ENVIRONMENTAL IMPACTS FROM CONSTRUCTION
2
INTRODUCTION
The Feasibility Study for development of Kyiv-Kharkiv-Debaltsevo-Izvaryne Motorroad (M03, M-04) was developed by Ukrdiprodor State Enterprise with involvement of Kharkiv Branch of
Kharkivdiproshliakh, Donetsk Branch of Ukrdiprodor, the Regional Research Center of Salvage Archeological Service, and Kyivsoyuzshliakhproject Close Corporation by virtue of Task # 20-1/05 issued on 10 February 2005 by the Motorroad Service in Kharkiv Oblast and approved by Ukravtodor
State Motorroad Service of Ukraine. The Environmental Impact Assessment Section was developed
by Geotechnologiyi Ltd.
This Book of Environmental Impact Assessment Section is about assessment of environmental impact from the project in Kyiv and Poltava Oblasts.
M-03 with M-04 Motorroad connects the capital of Ukraine with Ukraine’s eastern border
with the Russian Federation and crosses the Oblasts of Kyiv, Poltava, Kharkiv, Donetsk, and Lugansk. It provides for local and transit motor transport communication between the Central and the
Eastern Regions of Ukraine and for international passenger and freight traffic.
In Kyiv Oblast the road starts at the end of Boryspil detour and crosses the Rayons of Boryspil, Pereyaslav-Khmelnitskiy, Baryshivka, and Yagotyn. In Poltava Oblast the road crosses the
Rayons of Pyriatyn, Lubny, Khorol, Velyka Bagachka, Reshetylivka, Poltava, and Chutove.
The need to develop M-03 Motorroad is accounted for by the current inadequate condition of
pavement, lack of convenient interchanges and bypasses around the settlements, and unconformity of
engineering and operational characteristics of the motorroad to modern standards.
Development of M-04 Motorroad will enable to:
-
improve the riding qualities, the speed of traffic, and the ride comfort;
improve transport links and increase the transit traffic;
increase the levels of environmental safety; and
increase the levels of road safety.
Research and analysis of environmental conditions and predictive assessments of possible
impacts during construction and operation of the motorway are conducted within the permanent
right-of-way (40 m), in the safety buffer zone (150 - 300 m from the edge of roadway), and in the
affected zone (2 - 3 km).
Brief Description of Designed Activity and the Types of Its Environmental Impacts
The length of Kyiv Oblast section is: along the existing route of M-03 Motorroad: 108.26 km,
and together with the existing and designed sections of Boryspil detour: 139.76 km.
The design includes rehabilitation of Boryspil northern bypass, approximate length 25 km, to
conform to Category Ib, and rehabilitation of 9.947 km of the road across the city to conform to Category Ib. The sections are also being designed (approximate length: 4.8 km and 4.0 km) which will
connect M-03 Motorroad with the section of Boryspil bypass and the section of southern bypass (approximate length 10.5 km). All the said sections will correspond to Category Ib. The bypass sections are shown on the map below:
The length of Poltava Oblast section is: along the existing route of M-03 Motorroad (subject
to existing kilometrage): 268.904 km. Besides, the Feasibility Study includes bypass sections where
estimation of lengths is based on the design data:
- Velyka Krucha Village, Pyriatyn Rayon: 5.205 km;
-
Pokrovska Bagachka and Kovtuny Villages, Khorol Rayon: 11.18 km (northern option), 12.03
km (southern option), and 1.37 km across Kovtuny; and
-
Vasylivka Town, Chutove Rayon: 8.76 km.
The skeleton maps of bypass sections around the settlements are shown below:
4
The road along all the designed sections will belong to Category Ib and have the following
critical parameters: two lanes per each direction, each 3.75 m wide; and 6.0 m wide centre mall and
3.75 m wide verge beyond the bounds of settlements. The pavement will be black bituminous concrete. The design speed will be 140 km/hr and 120 km/hr for irregular terrain. The vertical alignment will correspond to the requirements of State Building Specifications (DBN) В.2.3-4-2000 «Motor Roads» for Category I roads. Design loads: axle static: 11.5 ton-force; on engineering structures:
A-15. The roadbed width will be 28.5m. In Kyiv Oblast seven interchanges in two levels are being
designed for crossings with other roads and six interchanges for the area of Boryspil detour.
Repair of the pavement and structures on the road will enable to provide for proper traffic capacity of the road, which, in accordance with predictive estimates of Ukrdiprodor, will increase by a
factor of 2.8 – 3.0 in Kyiv Oblast and by a factor of 2.8 – 3.0 in Poltava Oblast by the year 2026.
Traffic Volume, conditional vehicle/day
Section of Road
2005 (actual)
2026 (predictive)
in Kyiv Oblast
km 45+000 - km 76+015
km 76+015 - km 103+690
km 103+690 - km 126+160
16,270
14,450
12,900
46,850
42,660
39,220
5
in Poltava Oblast
km 126+160 - km 156+600
km 156+600 – km 192+100
km 192+100 – km 207+100
km 207+100 – km 235+840
km 235+840 – km 243+720
km 243+720 – km 286+285
km 286+285 – km 306+628
km 306+628- km 336+873
km 336+873 – km 340+961
km 340+961 – km 362+500
km 362+500 – km 395+064
12,890
12,660
10,980
11,840
11,000
11,790
12,800
13,120
24,300
14,000
10,710
39,300
38,980
34,200
37,180
35,480
36,940
38,780
38,740
64,860
33,490
27,080
Construction works and further operation of the road after its commissioning will entail a
number of negative environmental impacts. The list of expected environmental impacts from the
project during construction and operation:
-
geological environment: occurrence or activation of hazardous geodynamic processes is possible (erosion, underflooding, ground flash, etc.);
-
landscapes: changes in local landscapes are possible during construction of the roadway, implementation of erosion- and landslide-prevention design approaches, excavation works, fill construction, and quarrying;
-
climate and microclimate: no impact expected;
-
air: exhaust gas emissions, noise, dust, and carbon black;
-
aquatic environment: temporary changes are possible in regimes of runoff in water bodies and
in levels of the water table, abrasion, and pollution of aquatic environment with wastewater containing petrochemicals and other chemical compounds;
-
earth: temporary withdrawal of lands for reserves, quarries, rights-of-way, etc.; chemical and
garbage pollution;
-
plants, animals, and protected areas: cutting down of green plantations in the area of
mottorroad expansion; withdrawal of bush and light forest from the right-of-way; changes in migration conditions of wild animals and possible changes in the existing status of biological and
ecological systems in the construction zone; noise; and aerosol fallout;
-
social environment (population): withdrawal of lands, demolition of buildings, temporary inconveniences during construction works, temporary man-caused impact on historical and architectural heritage;
positive impacts: creation of new jobs and increase of investment appeal;
-
technological environment: impact on buildings and structures is possible from emissions,
noise, and vibration;
-
positive impacts: upgrade of transport infrastructure, improvement of services, and rehabilitation of transportation links.
Participatory Stakeholder Consultation
6
The communities gained a chance to have a direct influence on decision-making during design by informing the local governments of their requests as to proper improvements of the motorroad. Opinions of the stakeholder communities will be incorporated as required in par. 1.10 of DBN
А.2.2-1-2003.
A sampling poll of the citizens residing in the settlements along the motorroad and in the adjacent territories showed that the communities have a positive attitude to rehabilitation of the motorroad. The main benefits which they expect are improvement of conditions, quality, and speed of
traffic, as well as increase in demand for services and private trade opportunities. The communities
appreciate inconveniences which may occur during the construction works and may be caused by
expected increase in the traffic.
2. PHYSIOGRAPHIC CHARACTERISTICS ALONG THE ROUTE OF DESIGNED
PROJECT
In terms of geological structure, the territory of the project is located within the north-eastern
flank of the Ukrainian Precambrian Shield and the south-western rim of the Dnipro-Donetsk Depression, and the surface of its crystalline basement features continuous gradient towards north-east.
The quaternary land sediments form almost continuous cover. Aeolian soils prevail. In river
valleys alluvial and fluviolacustrine sands and clays prevail.
The territory of the project features landscapes of the terraced part of Dnipro Lowland.
The surface is slightly divided and it features flat watersheds and wide river valleys with systems of quaternary and neogenic benches, which form benched surface of the lowland. The territory
is shaped by erosion and accumulation, glacial and river waters, a glacier, agglomeration of loesstype rocks and fossil grounds, eolian processes, suffosion, etc.
The mean elevations are 50-150 m. The relative elevations vary from 20 to 60 m.
The following types of landscapes are observed within the region of the project (west to east):
- mixed coniferous-broad-leaved forest, alluvial outwash, and terraced terrain with sod-podzol
and turfy grounds, millet-grass, subors, and lowland bogs;
- forest-steppe, terraced forest and sand with gray forest and taupe podzolized grounds, milletgrass, and subors.
The high-water beds include flood-plain and meadow boggy landscapes.
The climate of the territory is mild, moderate continental.
The winters are long and relatively warm. The summers are sufficiently warm and humid.
The climate is shaped by significant solar radiation and air-mass transport mainly from the west. The
total annual solar radiation is 4,000-4,200 MJ/m2. and the radiation balance is 1,700-1,800 MJ/m2..
The sunshine duration is 1,850-1,950 hr/year.
The mean temperatures of January are -6,3ºC and the absolute minimum is -36 ºС. Winter
lasts from November, when the mean daily air temperature drops below 0ºC, till mid-March. The
stable snow cover (mean height 25-30 cm) lasts from mid-December to mid-March.
Summer starts early in May, when the mean daily air temperature rises above +15 ºС, and
ends early in September.
The mean temperature of July is +19,4 ºС. The absolute maximum of air temperature for the territory is +39 ºС.
The frost-free period lasts 160-165 days. The period when the temperature is above +10ºС
lasts 160-165 days and the effective heat sum is 2,600-2,700 º.
The annual precipitation is 520 mm with their most part falling in the warm season.
The adverse climatic conditions include intensive showers with thunderstorms, hail, rainless
periods, hot winds (up to 5-10 days), dust storms in summer, ice crust, clear ice, etc.
The territory belongs to a warm agroclimatological zone with insufficient humidity.
7
The vegetation period starts late in March – early in April and ends late in October – early in
November. The total duration of such period is 190 - 220 days.
М-03 Motorroad crosses the rivers of Trubizh, Nedra, Supiy, Sula, Psel, Vorskla, Uday,
Khorol, and Kolomak, which belong to the Dnipro basin.
The rivers are of plains type. They feed on snow- (almost 60% of the water yield), rain-, and
groundwater. About 50% of the water is yielded for the rivers in spring, 25-30% in summer and autumn, and 25% in winter.
The high flow is in spring. The low water discharge is in summer.
The mean turbidity of the river waters is mainly about 50 g/m³. The virgin flows were
changed significantly after having been regulated with many ponds and reservoirs.
The territory of the project is located within the Eastern Forest-Steppe Lowland Agropedological Province, which occupies the eastern part of the Forest-Steppe Agropedological Zone.
The soil cover of the province features diversity of structure and involvement of salinization
process (mainly of soda-chloride-sulfate type) in its genesis.
The vegetable cover of the territory features scarce remainder of aspen rickers with oaks and
extensive waterlogging of river valleys and depressions. Meadow steppes, steppe meadows, and
meadow halophytic aggregations prevailed here formerly. Silva occurs mainly on the sand benches
and floodplains. It includes pine and pine-oak (with some alders) aggregations.
In some places there are ravine forests, which, besides prevailing ordinary oak, also include
Tatarian maple, Norway maple, ashwood, elm, and teil; buckthorn, hawthorn, wild rose, etc. in the
shrub layer; and stellaria graminifolious, ordinary goutweed, ordinary lily of the valley, speckled
melic, etc. in the grass layer.
Meadow steppes, almost completely tilled, remain only on the valley slopes and include phytocenoses with prevailing fescue, feather grass, and narrow-leaved June grass. Formations of eastern
fescue, Karelin sedge, white bent grass, suaeda prostrata, and herbaceous solonetz cover the lowland
saline meadows. The modern vegetation has been affected by considerable man-caused changes:
ploughing up of soils, bog reclamation, deforestation. Only 8-10% of the territory is covered with
forests.
The fauna is rich and diverse. It is of transient and mixed nature, i.e. it includes representatives of forest, steppe, and water-paludal faunal systems.
All the territory has been developed intensively by agriculture. The lands which will be withdrawn temporarily or permanently belong to agricultural category.
The territory of the project (the zone affected by the road, within 3 km) includes four
protected areas in Kyiv Oblast:
Description
Category
Area, km2
Established
in
Borshchivsky
Forest
36
1994
Dubyna
Botanic
4
1991
Vybla Mohyla
Complex
2
1991
50
1979
Marsh in
Solontsi Reserved Area
Type
Local sanctuary
Local sanctuary
Object of local natural
heritage
Reserved area
Distance from
the edge of
embankment,
m
Distance from
the beginning of
road, km*
220
27.5
1,700
34.1
1,250
35.7
250
46.0
8
The protected areas are shown on the map below:
9
The following protected areas are located in the zone affected by the mottorroad in Poltava Oblast:
L/I
Distance
from the
beginning
of road,
km
Description
Category
Area,
ha
Established
in
Type
1
98.2
Polohy
Hydrological
100
1994
2
111.8
English oak
Botanic
0
1982
3
111.9
Masalsky Iseland Recreational Forest
Botanic
47
1982
4
117.6
Velykokruchansky
Hydrological
90
1998
Local sanctuary
5
122.4
Kukvynsky
Hydrological
300
1980
National sanctuary
6
152.1
Morozivska Dacha
Botanic
855
1969
7
160.3
Torgovytsia
135.8
1993
8
162.6
Zhovtneva Dacha
57
1972
9
10
188
188.6
Gryntseve
Radky
39
41
1992
1992
11
191.1
English oak
0
1992
12
13
191.3
191.5
Zayarie
Dovzhek
38
76
1992
1992
14
192.5
English oak
Botanic
0
1989
15
192.5
Oak-wood
Botanic
1
1982
16
196.8
Khvoshchivka
Hydrological
120
1992
Local sanctuary
17
196.9
Kostiuky
Hydrological
237
1993
Local sanctuary
18
250.5
English oaks
Botanic
0
1995
19
251.3
English oak
Botanic
0
1995
20
255
English oak
Botanic
0
1995
21
256.4
Shcherbaky
Landscape
289
1995
Local sanctuary
22
259.5
Landscape
366
1993
Local sanctuary
23
271.3
Novodykansky
Botanic
51
1995
Local sanctuary
24
291.4
English oaks
Botanic
0
1975
25
292.1
English oaks
Botanic
0
1975
26
292.2
English oak
Botanic
0
1975
27
292.6
Oak-wood
Botanic
2
1979
Gariachkivsky Forest
Botanic
Botanic
Local sanctuary
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Reserved area
Object of local natural
heritage
Reserved area
Reserved area
Object of local natural
heritage
Reserved area
Reserved area
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
10
28
293.3
Kotliarevsky Park
29
293.5
English oaks
30
294.7
English oak
31
295.8
32
296.2
33
297.5
English oak
34
298.3
35
Local Landscape Heritage
Park
5
1970
Botanic
0
1970
Botanic
0
1982
Botanic
2
1970
Object of local natural
heritage
5
1964
Local Landscape Heritage
Park
Botanic
0
1982
English oak
Botanic
0
1982
300.5
English oak
Botanic
0
1979
36
303.3
Tryby Reserved Area
Botanic
5
1979
37
313.7
Kulykivsky
25
1975
Local Landscape Heritage
Park
38
320.5
Vilkhivshchynsky
Landscape
1,030
1980
National sanctuary
39
324.6
Storozhovy
Hydrological
502
1989
Local sanctuary
40
346.3
Lyzniana Balka
Landscape
60
1993
Local sanctuary
41
349
Iskrivsky
Forest
2,243
1993
Local sanctuary
Park of Elita Scientific
Production Association
Park of Teacher’s
Training Institute Agrobiology Station
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
Object of local natural
heritage
The maps of forests and protected areas in Poltava Oblast are shown below:
11
12
Therefore, with one exception, the protected areas located in the zone affected by the road belong to the local category. No impacts additional to the existing ones are expected on the protected
areas from construction works and further operation of the motorroad.
3. General Description of the Project
M-03 Motorroad is an important component of Ukraine’s highway network:
In accordance with the predictive estimates, by the year 2026 the traffic volume in the designed section of M-03 Motorroad will increase by almost a factor of three. The largest traffic volume is expected within Boryspil Rayon (almost 47 thousand units reduced to a conditional vehicle/day) and within Poltava detour (almost 65 thousand units reduced to a conditional vehicle/day).
Therefore, if M-03 Motorroad is not overhauled and renovated to conform to Category I and if
no new sections are built, the environmental impact of mobile sources of pollution may increase.
The traffic accident rate is another important factor which accounts for the need to renovate
the motorroad.
Development of the motorroad includes:
13
-
motorroad: a linear system of engineering and auxiliary structures designed for uninterruptible,
safe, and convenient traffic of vehicles with standard specifications and proof loads, for provision of national and international passenger and freight transportation;
engineering structures: overpass bridges, drain pipes, water treatment works, battering walls,
etc.;
auxiliary structures: protective structures and shelter plantations, ramps, etc.
-
Motorroad Engineering Data (as per DBN В.2.3-4-2000 „Motor Roads”):
L/I
Descripiton
UOM
Critical Parameters
Parameters for Irregular terrain
km/hr
ea.
m
m
m
140
4.6
110
4
1.
2.
3.
4.
5.
Design speed
Number of lanes
Width of lane
Width of carriageway
Width of verge
6.
Width of reinforced verge strip
m
7.
Width of centre mall
Width of reinforced strip on centre
mall
Width of roadbed
Minimum seeing distance:
- for stop
- for oncoming vehicle
Least curve radii
horizontal
vertical
convex
concave
m
8.
9.
10.
11.
12.
Type of pavement
13.
Design loads on engineering structures
3.75
7.50 – 11.25
7.50
3.90
0.75
2.75 - 6
5-6
m
1.0
m
28.8 – 36.3
28.8
m
300
500
250
450
1,100
700
m
25,000
13,000
7,000
4,000
Capital breakstone-mastic bituminous concrete
А-15, НК-100
Estimations of the sizes of land plots to be alienated for placement of the roadbed will be
based on the designed vertical alignment of the road and the cross profile of the roadbed as accepted
in standard and individual designs. The permanent right-of-way will include areas for road interchanges, redevelopment of service lines, and other structures included in the construction documentation. On the plots where the surface drainage systems will be constructed, the right-of-way will be
widened appropriately.
The land area of temporary withdrawal is estimated subject to the conditions of accepted construction methods.
The plots of land to be transferred for temporary use include territories allotted for development of roadside reserves, places for stockpiling of vegetation soil and turf and for creation of bypasses, and areas for passage of construction vehicles.
The areas of permanent and temporary alienation must correspond to the standards of land allotment for motorroads (SN (Building Specificaitons) 467-74).
During repair and construction works the territory of allotted lands needs to be cleared from
the trees and shrubs of existing forest shelter belt. The quantity and quality parameters of green plantations to be cut down are determined by the Certificates of Green Plantations Inspection. The design
includes restoration of green plantations with the quantity parameters not lower than those of the ex14
isting ones. The feasibility study includes planting of greenery during architectural styling by landscape group method and compensation planting along the sections laid on the new route.
In order to protect the slopes of roadbed and the centre mall from erosion, they shall be anchored by sowing grass throughout 0.15 m thick layer of fertile soil.
A surface drainage system with gutters, water channels, and chutes will be installed along the
roadbed. In the places where culverts will be installed, the roadbed slopes will be reinforced with
concrete slabs near the culvert heads to prevent scour at the points of entry and exit.
Significant amounts of ground for roadbed landfilling will be collected from explored roadside reserves.
The excavated ground suitable for construction of the roadbed will also be used for embankment landfilling.
The vertical alignment is designed to provide for the least restrictions and changes of speed
subject to the principles of stitching the elements of horizontal and vertical alignment, recommendations on architectural and landscape engineering, and preservation, to the maximum extent practicable, of the roadbed elevations of the existing motorroad.
Based on the estimations, nonrigid types of pavement design were recommended.
A unified type of three layers of road concrete mix, 23 cm thick in total, was accepted to renovate the existing pavement.
The skim of pavement shall be recycled to reinforce the pavement, the verges, and the slopes.
Pavement design of the new passage: surface course of bituminous concrete, 5 cm thick, and
two bottom courses: the first one of hot dense fine bituminous concrete, Grade I, Type B, 8 cm thick,
and the second one of hot blown-out coarse bituminous concrete, Grade I, 10 cm thick.
The verges will be reinforced with two layers of bituminous concrete covering 1.75 m width
from the edge of carriageway under DSTU (State Standard of Ukraine) БВ.2.7-75-98. The remaining
part of the verge, 1.25 m wide (1.40 m if a barrier fence is installed and on a road of Category Ib) will
be anchored by sowing grass throughout 15 cm thick layer of fertile soil.
In order to provide dependable surface drainage from the carriageway, the cross profile of
curb is accepted on the sections which have vertical alignment over 30 ‰ on the embankments higher than 3.0 m and on the sections of concave curves at a distance of 50 m from each side of the vertex.
Water will be drained from the carriageway by means of reinforced concrete water channels
with installation of wasteway channels on the slopes and dashpots near the embankment bed.
The designs of aforesaid works are included in the respective bills of work volume and drawings.
Construction of new and rehabilitation of existing engineering structures is planned, including
two-level interchanges and crossings at grade, bridges, overpass bridges, pedestrian crossings, and
rectangular and circular culverts of reinforced concrete.
Location and geometry of the engineering structures are determined by the general route of
the road, the local hydrological and topographical conditions, and the accepted design at crossings
and junctions in different levels.
15
The design includes the following treatment facilities:
Location
km, plus
UOM
Quantity
Water Body
70+190
Kyiv Oblast
ea.
2
the Trubizh River
74+554
ea.
2
the Nedra River
102+432
ea.
2
the Supiy River
117+131
ea.
2
brook
the Gnyla Orzhytsia River
the Sula River
Poltava Oblast
ea.
133+538
204+1,091
ea.
2
2
211+216
ea.
2
brook
242+578
ea.
2
the Khorol River
Detour of Pokrovska Bagachka Village
ea.
2
1+000
Total:
ea.
18
brook
—
and noise screens:
Settlement
Screen length, m
Total
on the left on the right
Kyiv Oblast
Olexandrivka Village
Ivankiv Village
Bzov Village
Borshchiv Village
Semenivka Village
Snizhkiv Village
1,000
2,800
150
—
—
1,000
Olexiyivka Village
Olexandrivka Village
Mohylivshchyna Village
Pyriatyn Town
Vyly Village
Pyshne Village
Vilshanka Village
Voinykha Village
Kovtuny Village
Khorol Town
Chapayivka Village
Total:
1,000
1,500
—
1,000
200
3,000
150
300
1,500
1,500
500
500
1,000
2,000
Poltava Oblast
100
2,000
1,500
3,000
Location
km, plus
km 0+200 – km 1+200
km 45+000 – km 48+000
km 58+250 – km 58+400
km 67+200 – km 68+700
km 81+150 – km 81+650
km 100+100 – km 101+100
km 133+000 – km 134+000
km 146+000 – km 147+500
–
500
500
km 148+500 – km 149+000
1,000
500
500
5,000
1,700
1,200
500
–
17,850
–
500
500
5,000
1,700
1,200
2,000
800
17,150
1,000
1,000
1,000
10,000
3,400
2,400
2,500
800
35,900
km 155+720 – km 156+720
km 183+500 – km 184+000
km 187+300 – km 188+000
km 199+200 – km 204+200
km 210+100 – km 211+800
km 229+000 – km 230+200
km 237+000 – km 239+000
km 260+220 – km 261+020
–
The Feasibility Study includes construction of 34 interchanges in two levels, including three
interchanges on Poltava detour.
16
The design approaches include stationary lamplight at the road interchanges in different levels.
In view of envisaged increase of traffic, the design approaches accept an automated highway
traffic control system, which includes automated highway access control system, traffic condition
control, including speed limits depending on natural conditions, control of traffic emergency service
and the services of regular and winter road maintenance, etc.
The production residue and construction waste will be stockpiled in specially assigned places
for temporary storing and then removed from the construction site.
In order to ensure the proper level of traffic safety, the design includes a number of measures
and structural concepts which will contribute to better operation of the road and vehicles.
Rehabilitation of M-03 Motorroad will result in the following benefits:
- the traffic capacity will increase, the traffic handling costs will go down, and the travel time
of passengers and cargoes will be reduced;
- the local, regional, and national transport infrastructure will be improved and conditions will
be created to improve operating characteristics of vehicles;
- transport, economic, and trade links among the oblasts and across Ukraine as a whole and international links will be intensified;
- negative impact on the natural and technological environment will be reduced and environmental safety will be enhanced due to improvement of the riding qualities, provision for optimal traffic speed, and implementation of nature-conservative measures included in the
project;
- traffic safety will be increased;
- new jobs will be created both during construction and during further operation of the motorway, its infrastructure, and the appropriate service facilities.
After completion of the rehabilitation and commissioning of the road, all the negative environmental impacts will be reduced significantly in comparison with the present status due to implementation of nature-conservative (protection, restoration, compensation, preservation) measures included in the design, which is corroborated by the predictive estimates described in the following section.
4. ASSESSMENT OF ENVIRONMENTAL IMPACTS FROM THE PROJECT
The estimates of noise, emissions, and pollutant dispersal caused by the traffic flow on the designed road were made by means of specialized software and GIS technologies based on the data on
local conditions and envisaged future traffic volume.
The pollutant dispersal was estimated for open territory and the obtained values are the highest concentrations of the pollutants in the most adverse weather conditions: wind speed: 0.5 m/c,
wind direction: frontal from the road towards the assessed point.
17
Averaged predictive estimates of emissions in Kyiv Oblast:
Section of Road
km-km
Motor Transport Emissions (predictive estimate)*
at the border of safety buffer zone (300
at the border of affected area (3,000 m)
m)
2006
2026
2006
2026
without
rehabilitation
after rehabilitation
without
rehabilitation
after rehabilitation
without
rehabilitation
after rehabilitation
without
rehabilitation
after rehabilitation
СО, mg/m3 (single MPC: 5.0 mg/m3)
End of Boryspil
detour (R-03) to
junction of
Zgurivka-Berezan
Motorroad
Junction of
Zgurivka-Berezan
Motorroad to road
towards Yagotyn
Road towards Yagotyn to Poltava
Oblast border
45+000
76+015
76+015
103+69
0
103+69
0126+16
0
0.0028
0.0025
0.0080
0.0072
0.0359
0.0323
0.1035
0.0931
0.0025
0.0022
0.0073
0.0066
0.0319
0.0287
0.0942
0.0848
0.0022
0.0020
0.0067
0.0060
0.0285
0.0256
0.0866
0.0780
NОх, mg/m3 (single MPC: 0.085 мg/m3)
End of Boryspil
detour (R-03) to
junction of
Zgurivka-Berezan
Motorroad
Junction of
Zgurivka-Berezan
Motorroad to road
towards Yagotyn
Road towards Yagotyn to Poltava
Oblast border
45+000
76+015
76+015
103+69
0
103+69
0126+16
0
0.0002
0.0002
0.0005
0.0005
0.0024
0.0022
0.0069
0.0062
0.0002
0.0001
0.0005
0.0004
0.0021
0.0019
0.0063
0.0057
0.0001
0.0001
0.0004
0.0004
0.0019
0.0017
0.0058
0.0052
SО2, mg/m3 (single MPC: 0.15 мg/m3)
End of Boryspil
detour (R-03) to
junction of
Zgurivka-Berezan
Motorroad
Junction of
Zgurivka-Berezan
Motorroad to road
towards Yagotyn
Road towards Yagotyn to Poltava
Oblast border
45+000
0.000009 0.000008 0.000027 0.000024 0.000120 0.000108 0.000345 0.000310
76+015
76+015
0.000008 0.000007 0.000024 0.000022 0.000106 0.000096 0.000314 0.000283
103+69
0
103+69
00.000007 0.000007 0.000022 0.000020 0.000095 0.000085 0.000289 0.000260
126+16
0
CxHy, mg/m3 (single MPC: 1.0 мg/m3)
End of Boryspil
detour (R-03) to
junction of
Zgurivka-Berezan
Motorroad
45+000
76+015
0.0005
0.0004
0.0013
0.0012
0.0060
0.0054
0.0172
0.0155
18
Junction of
Zgurivka-Berezan
Motorroad to road
towards Yagotyn
Road towards Yagotyn to Poltava
Oblast border
76+015
103+69
0
103+69
0126+16
0
0.0004
0.0004
0.0012
0.0011
0.0053
0.0048
0.0157
0.0141
0.0004
0.0003
0.0011
0.0010
0.0047
0.0043
0.0144
0.0130
Carbon black, μg/m3 (single MPC: 300 μg/m3)
End of Boryspil
detour (R-03) to
junction of
Zgurivka-Berezan
Motorroad
Junction of
Zgurivka-Berezan
Motorroad to road
towards Yagotyn
Road towards Yagotyn to Poltava
Oblast border
45+000
76+015
76+015
103+69
0
103+69
0126+16
0
0.0172
0.0155
0.0494
0.0445
0.2217
0.1995
0.6383
0.5744
0.0152
0.0137
0.0450
0.0405
0.1969
0.1772
0.5812
0.5231
0.0136
0.0123
0.0414
0.0373
0.1757
0.1582
0.5343
0.4809
Benzpyrene, μg/m3 (average daily MPC: 0.001 μg/m3)
End of Boryspil
detour (R-03) to
junction of
Zgurivka-Berezan
Motorroad
Junction of
Zgurivka-Berezan
Motorroad to road
towards Yagotyn
Road towards Yagotyn to Poltava
Oblast border
45+000
76+015
76+015
103+69
0
103+69
0126+16
0
0.00000
116
0.00000
104
0.00000
334
0.00000
301
0.00001
498
0.00001
348
0.00004
312
0.00003
881
0.00000
103
0.00000
093
0.00000
304
0.00000
274
0.00001
330
0.00001
197
0.00003
927
0.00003
534
0.00000
092
0.00000
083
0.00000
280
0.00000
252
0.00001
187
0.00001
069
0.00003
610
0.00003
249
Pb (intensity of atmospheric emission), μg/m3 (single MPC: 1.0 μg/m3)
End of Boryspil
detour (R-03) to
junction of
Zgurivka-Berezan
Motorroad
Junction of
Zgurivka-Berezan
Motorroad to road
towards Yagotyn
Road towards Yagotyn to Poltava
Oblast border
45+000
76+015
76+015
103+69
0
103+69
0126+16
0
0.0033
0.0030
0.0096
0.0087
0.0431
0.0388
0.1242
0.1118
0.0030
0.0027
0.0088
0.0079
0.0383
0.0345
0.1131
0.1018
0.0026
0.0024
0.0081
0.0072
0.0342
0.0308
0.1040
0.0936
19
Averaged predictive estimates of emissions in Poltava Oblast:
Section of Road
km-km
Motor Transport Emissions (predictive estimate)*
at the border of safety buffer zone (300
at the border of affected area (3,000 m)
m)
2006
2026
2006
2026
without
rehabilitation
after rehabilitation
without
rehabilitation
after rehabilitation
without
rehabilitation
after rehabilitation
without
rehabilitation
after rehabilitation
СО, mg/m3 (single MPC: 5.0 mg/m3)
M-03 – DrabivZolotonosha Motorroad (Т-24-15)
(Kyiv Oblast border) to crossing
with PyriatynGrebinka Motorroad
Crossing with
Pyriatyn-Grebinka
Motorroad to start
of Lubny detour
Lubny detour
End of Lubny detour to start of
Khorol detour
Khorol detour
km
126+160 0.0022
km
156+600
km
156+600
– km
192+100
km
192+100
– km
207+100
km
207+100
– km
235+840
km
235+840
– km
243+720
0.0020
0.0067
0,0061
0,0285
0,0256
0,0868
0,0781
0.0022
0.0019
0.0067
0,0060
0,0280
0,0252
0,0861
0,0775
0.0019
0.0017
0.0059
0,0053
0,0243
0,0218
0,0756
0,0680
0.0020
0.0018
0.0064
0,0057
0,0262
0,0235
0,0821
0,0739
0.0019
0.0017
0,0061
0.0055
0.0243
0.0219
0.0784
0.0705
0.0018
0.0063
0.0057
0.0260
0.0234
0.0816
0.0734
0.0020
0.0066
0.0060
0.0283
0.0254
0.0857
0.0771
0.0020
0.0066
0.0060
0.0290
0.0261
0.0856
0.0770
0.0037
0.0111
0.0100
0.0537
0.0483
0.1433
0.1290
0.0022
0.0057
0.0052
0.0309
0.0278
0.0740
0.0666
End of Khorol detour to junction of
km
(Lubny-Myrgorod- 243+720
0.0020
Opishnia) - Shy– km
shaky-Podil Mo286+285
torroad (Т-17-20)
Junction of (Lubny-MyrgorodOpishnia) - Shykm
shaky-Podil Mo286+285
0.0022
torroad (Т-17-20)
– km
to Dykanka306+628
Reshetylivka Motorroad (Т-17-21)
Crossing with
km
Dykanka306+628Reshetylivka Mo0.0022
km
torroad (Т-17-21)
336+873
to Poltava City
km
336+873
Poltava City
0.0042
– km
340+961
Poltava City to
km
Poltava340+961
0.0024
Krasnograd Motor– km
road (R-11)
362+500
20
PoltavaKrasnograd Motorroad (R-11) to
Kharkiv Oblast
border
km
362+500
– km
395+064
0.0018
0.0016
0.0046
0.0042
0.0237
0.0213
0.0598
0.0538
NОх, mg/m3 (single MPC: 0.085 мg/m3)
M-03 – DrabivZolotonosha Motorroad (Т-24-15)
(Kyiv Oblast border) to crossing
with PyriatynGrebinka Motorroad
Crossing with
Pyriatyn-Grebinka
Motorroad to start
of Lubny detour
Lubny detour
End of Lubny detour to start of
Khorol detour
Khorol detour
km
126+160 km
156+600
km
156+600
– km
192+100
km
192+100
– km
207+100
km
207+100
– km
235+840
km
235+840
– km
243+720
End of Khorol detour to junction of
km
(Lubny-Myrgorod- 243+720
Opishnia) - Shy– km
shaky-Podil Mo286+285
torroad (Т-17-20)
Junction of (Lubny-MyrgorodOpishnia) - Shykm
shaky-Podil Mo286+285
torroad (Т-17-20)
– km
to Dykanka306+628
Reshetylivka Motorroad (Т-17-21)
Crossing with
km
Dykanka306+628Reshetylivka Mokm
torroad (Т-17-21)
336+873
to Poltava City
km
336+873
Poltava City
– km
340+961
Poltava City to
km
Poltava340+961
Krasnograd Motor– km
road (R-11)
362+500
Poltavakm
Krasnograd Motor- 362+500
road (R-11) to
– km
Kharkiv Oblast
395+064
0.0001
0.0001
0.0004
0.0004
0.0019
0.0017
0.0058
0.0052
0.0001
0.0001
0.0004
0.0004
0.0019
0.0017
0.0057
0.0052
0.0001
0.0001
0.0004
0.0004
0.0016
0.0015
0.0050
0.0045
0.0001
0.0001
0.0004
0.0004
0.0017
0.0016
0.0055
0.0049
0.0001
0.0001
0.0004
0.0004
0.0016
0.0015
0.0052
0.0047
0.0001
0.0001
0.0004
0.0004
0.0017
0.0016
0.0054
0.0049
0.0001
0.0001
0.0004
0.0004
0.0019
0.0017
0.0057
0.0051
0.0001
0.0001
0.0004
0.0004
0.0019
0.0017
0.0057
0.0051
0.0003
0.0002
0.0007
0.0007
0.0036
0.0032
0.0096
0.0086
0.0002
0.0001
0.0004
0.0003
0.0021
0.0019
0.0049
0.0044
0.0001
0.0001
0.0003
0.0003
0.0016
0.0014
0.0040
0.0036
21
border
SО2, mg/m3 (single MPC: 0.15 мg/m3)
M-03 – DrabivZolotonosha Motorroad (Т-24-15)
(Kyiv Oblast border) to crossing
with PyriatynGrebinka Motorroad
Crossing with
Pyriatyn-Grebinka
Motorroad to start
of Lubny detour
Lubny detour
End of Lubny detour to start of
Khorol detour
Khorol detour
km
126+160 0.000007 0.000007 0.000022 0.000020 0.000095 0.000085 0.000289 0.000260
km
156+600
km
156+600
– km
192+100
km
192+100
– km
207+100
km
207+100
– km
235+840
km
235+840
– km
243+720
0.000007 0.000006 0.000022 0.000020 0.000093 0.000084 0.000287 0.000258
0.000006 0.000006 0.000020 0.000018 0.000081 0.000073 0.000252 0.000227
0.000007 0.000006 0.000021 0.000019 0.000087 0.000078 0.000274 0.000246
0.000006 0.000006 0.000020 0.000018 0.000081 0.000073 0.000261 0.000235
End of Khorol detour to junction of
km
(Lubny-Myrgorod- 243+720
0.000007
Opishnia) - Shy– km
shaky-Podil Mo286+285
torroad (Т-17-20)
Junction of (Lubny-MyrgorodOpishnia) - Shykm
shaky-Podil Mo286+285
0.000007
torroad (Т-17-20)
– km
to Dykanka306+628
Reshetylivka Motorroad (Т-17-21)
Crossing with
km
Dykanka306+628Reshetylivka Mo0.000007
km
torroad (Т-17-21)
336+873
to Poltava City
km
336+873
Poltava City
0.000014
– km
340+961
Poltava City to
km
Poltava340+961
0.000008
Krasnograd Motor– km
road (R-11)
362+500
Poltavakm
Krasnograd Motor362+500
road (R-11) to
0.000006
– km
Kharkiv Oblast
395+064
border
0.000006 0.000021 0.000019 0.000087 0.000078 0.000272 0.000245
0.000007 0.000022 0.000020 0.000094 0.000085 0.000286 0.000257
0.000007 0.000022 0.000020 0.000097 0.000087 0.000285 0.000257
0.000012 0.000037 0.000033 0.000179 0.000161 0.000478 0.000430
0.000007 0.000019 0.000017 0.000103 0.000093 0.000247 0.000222
0.000005 0.000015 0.000014 0.000079 0.000071 0.000199 0.000179
22
CxHy, mg/m3 (single MPC: 1.0 мg/m3)
M-03 – DrabivZolotonosha Motorroad (Т-24-15)
(Kyiv Oblast border) to crossing
with PyriatynGrebinka Motorroad
Crossing with
Pyriatyn-Grebinka
Motorroad to start
of Lubny detour
Lubny detour
End of Lubny detour to start of
Khorol detour
Khorol detour
km
126+160 km
156+600
km
156+600
– km
192+100
km
192+100
– km
207+100
km
207+100
– km
235+840
km
235+840
– km
243+720
End of Khorol detour to junction of
km
(Lubny-Myrgorod- 243+720
Opishnia) - Shy– km
shaky-Podil Mo286+285
torroad (Т-17-20)
Junction of (Lubny-MyrgorodOpishnia) - Shykm
shaky-Podil Mo286+285
torroad (Т-17-20)
– km
to Dykanka306+628
Reshetylivka Motorroad (Т-17-21)
Crossing with
km
Dykanka306+628Reshetylivka Mokm
torroad (Т-17-21)
336+873
to Poltava City
km
336+873
Poltava City
– km
340+961
Poltava City to
km
Poltava340+961
Krasnograd Motor– km
road (R-11)
362+500
Poltavakm
Krasnograd Motor362+500
road (R-11) to
– km
Kharkiv Oblast
395+064
border
0.0004
0.0003
0.0011
0.0010
0.0047
0.0043
0.0145
0.0130
0.0004
0.0003
0.0011
0.0010
0.0047
0.0042
0.0144
0.0129
0.0003
0.0003
0.0010
0.0009
0.0040
0.0036
0.0126
0.0113
0.0003
0.0003
0.0011
0.0010
0.0044
0.0039
0.0137
0.0123
0.0003
0.0003
0.0010
0.0009
0.0041
0.0036
0.0131
0.0118
0.0003
0.0003
0.0011
0.0009
0.0043
0.0039
0.0136
0.0122
0.0004
0.0003
0.0011
0.0010
0.0047
0.0042
0.0143
0.0129
0.0004
0.0003
0.0011
0.0010
0.0048
0.0043
0.0143
0.0128
0.0007
0.0006
0.0018
0.0017
0.0089
0.0081
0.0239
0.0215
0.0004
0.0004
0.0010
0.0009
0.0052
0.0046
0.0123
0.0111
0.0003
0.0003
0.0008
0.0007
0.0039
0.0035
0.0100
0.0090
0.1580
0.5354
0.4819
Carbon black, μg/m3 (single MPC: 300 μg/m3)
M-03 – DrabivZolotonosha Mo-
km
126+160 -
0.0136
0.0122
0.0415
0.0373
0.1756
23
torroad (Т-24-15)
(Kyiv Oblast border) to crossing
with PyriatynGrebinka Motorroad
Crossing with
Pyriatyn-Grebinka
Motorroad to start
of Lubny detour
Lubny detour
End of Lubny detour to start of
Khorol detour
Khorol detour
km
156+600
km
156+600
– km
192+100
km
192+100
– km
207+100
km
207+100
– km
235+840
km
235+840
– km
243+720
End of Khorol detour to junction of
km
(Lubny-Myrgorod- 243+720
Opishnia) - Shy– km
shaky-Podil Mo286+285
torroad (Т-17-20)
Junction of (Lubny-MyrgorodOpishnia) - Shykm
shaky-Podil Mo286+285
torroad (Т-17-20)
– km
to Dykanka306+628
Reshetylivka Motorroad (Т-17-21)
Crossing with
km
Dykanka306+628Reshetylivka Mokm
torroad (Т-17-21)
336+873
to Poltava City
km
336+873
Poltava City
– km
340+961
Poltava City to
km
Poltava340+961
Krasnograd Motor– km
road (R-11)
362+500
Poltavakm
Krasnograd Motor362+500
road (R-11) to
– km
Kharkiv Oblast
395+064
border
0.0134
0.0120
0.0411
0.0370
0.1725
0.1552
0.5310
0.4779
0.0116
0.0104
0.0361
0.0325
0.1496
0.1346
0.4659
0.4193
0.0125
0.0112
0.0392
0.0353
0.1613
0.1452
0.5065
0.4559
0.0116
0.0104
0.0374
0.0337
0.1499
0.1349
0.4834
0.4350
0.0124
0.0112
0.0390
0.0351
0.1606
0.1446
0.5032
0.4529
0.0135
0.0122
0.0409
0.0368
0.1744
0.1569
0.5283
0.4755
0.0138
0.0125
0.0409
0.0368
0.1787
0.1609
0.5278
0.4750
0.0256
0.0231
0.0684
0.0616
0.3310
0.2979
0.8836
0.7952
0.0148
0.0133
0.0353
0.0318
0.1907
0.1717
0.4562
0.4106
0.0113
0.0102
0.0286
0.0257
0.1459
0.1313
0.3689
0.3320
Benzpyrene, μg/m3 (average daily MPC: 0.001 μg/m3)
M-03 – DrabivZolotonosha Motorroad (Т-24-15)
(Kyiv Oblast border) to crossing
with Pyriatyn-
km
126+160 - 0.0000009 0.0000008 0.0000028 0.0000025 0.0000118 0.0000106 0.0000361 0.0000325
km
2
3
0
2
6
8
7
6
156+600
24
Grebinka Motorroad
Crossing with
Pyriatyn-Grebinka
Motorroad to start
of Lubny detour
Lubny detour
End of Lubny detour to start of
Khorol detour
Khorol detour
km
156+600
– km
192+100
km
192+100
– km
207+100
km
207+100
– km
235+840
km
235+840
– km
243+720
0.0000009 0.0000008 0.0000027 0.0000025 0.0000116 0.0000104 0.0000358 0.0000322
0
1
8
0
5
9
8
9
0.0000007 0.0000007 0.0000024 0.0000021 0.0000101 0.0000091 0.0000314 0.0000283
8
0
4
9
1
0
8
3
0.0000008 0.0000007 0.0000026 0.0000023 0.0000109 0.0000098 0.0000342 0.0000308
4
6
5
9
0
1
2
0
0.0000007 0.0000007 0.0000025 0.0000022 0.0000101 0.0000091 0.0000326 0.0000293
8
1
3
8
3
1
6
9
End of Khorol detour to junction of
km
(Lubny-Myrgorod- 243+720 0.0000008 0.0000007 0.0000026 0.0000023 0.0000108 0.0000097 0.0000340 0.0000306
Opishnia) - Shy– km
4
6
3
7
5
7
0
0
shaky-Podil Mo286+285
torroad (Т-17-20)
Junction of (Lubny-MyrgorodOpishnia) - Shykm
shaky-Podil Mo286+285 0.0000009 0.0000008 0.0000027 0.0000024 0.0000117 0.0000106 0.0000357 0.0000321
torroad (Т-17-20)
– km
1
2
7
9
8
0
0
3
to Dykanka306+628
Reshetylivka Motorroad (Т-17-21)
Crossing with
km
Dykanka306+628- 0.0000009 0.0000008 0.0000027 0.0000024 0.0000120 0.0000108 0.0000356 0.0000320
Reshetylivka Mokm
4
4
6
9
8
7
6
9
torroad (Т-17-21)
336+873
to Poltava City
km
336+873 0.0000017 0.0000015 0.0000046 0.0000041 0.0000223 0.0000201 0.0000597 0.0000537
Poltava City
– km
3
6
2
6
7
3
0
3
340+961
Poltava City to
km
Poltava340+961 0.0000010 0.0000009 0.0000023 0.0000021 0.0000128 0.0000116 0.0000308 0.0000277
Krasnograd Motor– km
0
0
9
5
9
0
3
4
road (R-11)
362+500
Poltavakm
Krasnograd Motor362+500 0.0000007 0.0000006 0.0000019 0.0000017 0.0000098 0.0000088 0.0000249 0.0000224
road (R-11) to
– km
6
9
3
4
6
7
3
3
Kharkiv Oblast
395+064
border
Pb (intensity of atmospheric emission), μg/m3 (single MPC: 1.0 μg/m3)
M-03 – DrabivZolotonosha Motorroad (Т-24-15)
(Kyiv Oblast border) to crossing
with PyriatynGrebinka Motorroad
Crossing with
Pyriatyn-Grebinka
km
126+160 km
156+600
0.0026
0.0024
0.0081
0.0073
0.0342
0.0308
0.1042
0.0938
km
156+600
0.0026
0.0023
0.0080
0.0072
0.0336
0.0302
0.1033
0.0930
25
Motorroad to start
of Lubny detour
Lubny detour
End of Lubny detour to start of
Khorol detour
Khorol detour
– km
192+100
km
192+100
– km
207+100
km
207+100
– km
235+840
km
235+840
– km
243+720
End of Khorol detour to junction of
km
(Lubny-Myrgorod- 243+720
Opishnia) - Shy– km
shaky-Podil Mo286+285
torroad (Т-17-20)
Junction of (Lubny-MyrgorodOpishnia) - Shykm
shaky-Podil Mo286+285
torroad (Т-17-20)
– km
to Dykanka306+628
Reshetylivka Motorroad (Т-17-21)
Crossing with
km
Dykanka306+628Reshetylivka Mokm
torroad (Т-17-21)
336+873
to Poltava City
km
336+873
Poltava City
– km
340+961
Poltava City to
km
Poltava340+961
Krasnograd Motor– km
road (R-11)
362+500
Poltavakm
Krasnograd Motor362+500
road (R-11) to
– km
Kharkiv Oblast
395+064
border
0.0023
0.0020
0.0070
0.0063
0.0291
0.0262
0.0907
0.0816
0.0024
0.0022
0.0076
0.0069
0.0314
0.0282
0.0986
0.0887
0.0023
0.0020
0.0073
0.0066
0.0292
0.0262
0.0941
0.0847
0.0024
0.0022
0.0076
0.0068
0.0313
0.0281
0.0979
0.0881
0.0026
0.0024
0.0080
0.0072
0.0339
0.0305
0.1028
0.0925
0.0027
0.0024
0.0080
0.0072
0.0348
0.0313
0.1027
0.0924
0.0050
0.0045
0.0133
0.0120
0.0644
0.0580
0.1719
0.1547
0.0029
0.0026
0.0069
0.0062
0.0371
0.0334
0.0888
0.0799
0.0022
0.0020
0.0056
0.0050
0.0284
0.0256
0.0718
0.0646
* - The estimates are made without taking into account any natural (relief, plants) and artificial (buildings) obstacles in the way of emissions.
Therefore, the estimates show that during the next 20 years emissions will grow (with the
growth of traffic concentration), but they will not reach the MPC, be it with or without rehabilitation.
It is also obvious that all the emissions will be lower if the rehabilitation is performed than if it is not.
In adverse weather conditions (calm, low inversions, etc.) concentrations of pollutants in the
atmosphere of roadside plots may rise above the estimated mean values.
The estimates of noise load caused by the traffic flow on the designed road were made by
means of specialized software. The input parameters of estimates are described in the previous section.
26
Averaged predictive estimates of noise intensity in Kyiv Oblast:
Noise, decibel (permissible equivalent level for inhabited area: 55 decibel)*
at the border of affected area (3,000 m)
2006
Section of Road
End of Boryspil
detour (R-03) to
junction of
Zgurivka-Berezan
Motorroad
Junction of
Zgurivka-Berezan
Motorroad to road
towards Yagotyn
Road towards Yagotyn to Poltava
Oblast border
without
rehabilitation
at the border of safety buffer zone (300 m)
2026
after rehabilitation
without
rehabilitation
45.2
42.7
44.7
44.3
2006
after rehabilitation
without
rehabilitation
54.2
46.7
42.2
53.9
41.8
53.6
2026
after rehabilitation
without
rehabilitation
after rehabilitation
56.5
54.0
65.5
58.0
46.4
56.0
53.5
65.1
57.6
46.1
55.6
53.1
64.8
57.3
Averaged predictive estimates of noise intensity in Poltava Oblast:
Noise, decibel (permissible equivalent level for inhabited area: 55 decibel)*
at the border of affected area (3,000 m)
2006
Section of Road
after rehabilitation
without
rehabilitation
44.3
41.8
44.2
Lubny detour
2006
after rehabilitation
without
rehabilitation
53.6
46.1
41.7
53.5
43.7
41.2
End of Lubny detour to start of
Khorol detour
44.0
Khorol detour
M-03 – DrabivZolotonosha Motorroad (Т-24-15)
(Kyiv Oblast border) to crossing
with PyriatynGrebinka Motorroad
Crossing with
Pyriatyn-Grebinka
Motorroad to start
of Lubny detour
End of Khorol detour to junction of
(LubnyMyrgorodOpishnia) - Shyshaky-Podil Motorroad (Т-17-20)
Junction of (Lubny-MyrgorodOpishnia) - Shyshaky-Podil Mo-
without
rehabilitation
at the border of safety buffer zone (300 m)
2026
2026
after rehabilitation
without
rehabilitation
after rehabilitation
55.6
53.1
64.8
57.3
46.0
55.5
53.0
64.8
57.3
53.0
45.5
54.9
52.4
64.3
56.8
41.5
53.4
45.9
55.2
52.7
64.6
57.1
43.7
41.2
53.2
45.7
55.0
52.5
64.4
56.9
44.0
41.5
53.3
45.8
55.2
52.7
64.6
57.1
44.3
41.8
53.5
46.0
55.5
53.0
64.8
57.3
27
torroad (Т-17-20)
to DykankaReshetylivka Motorroad (Т-17-21)
Crossing with
DykankaReshetylivka Motorroad (Т-17-21)
to Poltava City
Poltava City
Poltava City to
PoltavaKrasnograd Motorroad (R-11)
PoltavaKrasnograd Motorroad (R-11) to
Kharkiv Oblast
border
44.4
41.9
53.5
46.0
55.6
53.1
64.8
57.3
46.7
44.2
55.5
48.0
58.0
55.5
66.7
59.2
44.6
42.1
53.0
45.5
55.9
53.4
64.2
56.7
43.6
41.1
52.1
44.6
54.9
52.4
63.4
55.9
* - The estimates are made without taking into account any natural (relief, plants) and artificial (buildings) obstacles in the way of noise.
As we can see from the estimates, in 2026, if the traffic concentration corresponds to the predictions and if no special noise protection is applied (noise screens, forest shelter belts, etc.), the
levels of acoustic load at the border of safety buffer zone will exceed the MPC (55 decibel) to some
extent. The noise levels will be lower if the rehabilitation is performed than if it is not.
It is noteworthy that the settlements along the road are mostly rural-type developments established quite long ago. The survey revealed that actually all the homesteads near the road have natural
protection against noise, such as perennial plants (fruit- and other trees). Therefore, the actual noise
levels will be quite lower than the estimated ones. Moreover, the outskirts of settlements located at a
distance of less than 100 m from the road must have additional protection in a form three-row forest
shelter belt with several rows of bushes.
Noise barrier panels will be installed in the places specified in the design. Such system of
protection will allow to reduce noise nuisance of the road to the limits permissible by the sanitary
code.
Ivankiv
Bziv
Borshchiv
Berezan
Semenivka
Boryspil
9.19457
3.46603
1.84954
36.3423
3.21992
Distance from the beginning of road, m
Area, km2
Settlement
Rayon
The table below includes estimated noise intensity at the borders of developed areas in Kyiv
Oblast settlements with the specified places of obligatory noise-protection measures:
600
13,500
25,100
31,300
37,000
2006
2026
at the border of developed area
without rehabilitation
after rehabilitation
without rehabilitation
after rehabilitation
61.4
60.8
61.4
61.4
60.9
58.9
58.3
58.9
58.9
58.4
70.4
69.8
70.4
70.4
70.1
62.9
62.3
62.9
62.9
62.6
28
70.0
60.9
58.4
70.1
56,100
60.9
58.4
70.1
58,400
55.2
52.7
64.3
58,800
59.9
57.4
69.2
72,700
Installation of noise screens – reduction of noise to 30 decibel
59.0
Protective green plantations (forest shelter belts: 3-4 rows of trees with
bushes) – reduction of noise by 8-10 decibel
2.45766
8.62092
4.62062
3.29562
Yagotyn
Panfyly
Yagotyn
Nychyporivka
Bogdanivka
*
62.6
62.6
56.8
61.7
1
Olexiyivka
9
10
11
14
16
22
29
31
36
Victoria
Olexandrivka
Mohylivshchyna
Pyriatyn
Velyka Krucha
Vyly
Лубни
Vilshanka
Voinykha
Pokrovska
Bagachka
Nastasivka
Kovtuny
Lobkova Balka
Khorol
Vyshniaky
Chapayivka
Shyroke
Sydorivshchyna
Morozivshchyna
Krasnogorivka
Bilotserkivka
Konoplianka
Podil
Lobachi
Glyboka Balka
Reshetylivka
Nova Dykanka
Tsyganske
Karpusi
Abazivka
Myltsi
Govtvianchyk
44
45
47
52
57
61
72
77
81
83
85
87
92
93
96
100
103
113
115
122
124
134
137
Pyriatyn
Lubny
Khorol
Reshetylivka
Distance from the
beginning of road, m
Area, km2
Rayon
Grebinka
Velyka Bagachka
Settlement
Poltava
L/I
The table below includes estimated noise intensity at the borders of developed areas in Poltava Oblast settlements with the specified places of obligatory noise-protection measures:
2006
2026
at the border of developed area
without rehabilitation
after rehabilitation
without rehabilitation
after rehabilitation
2.47008
87,800
60.5
58.0
69.8
62.3
1.52891
0.835162
0.250748
9.64031
2.34882
0.514207
21.6658
1.58223
1.08804
94,100
101,400
104,000
113,000
115,900
138,800
151,400
154,800
165,300
56.2
60.5
60.5
60.5
60.4
60.4
54.2
59.9
60.2
53.7
58.0
58.0
58.0
57.9
57.9
51.7
57.4
57.7
65.4
69.8
69.8
69.8
69.7
69.7
63.5
69.2
69.6
57.9
62.3
62.3
62.3
62.2
62.2
56.0
61.7
62.1
4.04123
177,900
60.2
57.7
69.6
62.1
0.79673
1.37346
0.868585
12.449841
3.75246
1.670900
0.580100
0.596820
0.633754
2.109023
4.769026
0.582707
3.107003
1.958733
2.419821
10.717196
0.764894
0.936365
0.766161
1.732628
2.837861
0.153447
181,200
184,300
186,700
193,400
198,500
215,000
220,700
227,700
229,500
231,100
233,500
239,800
241,100
248,400
253,500
259,600
269,200
273,700
277,700
278,900
287,600
289,800
60.2
60.2
60.2
59.9
54.4
60.2
60.2
60.2
60.2
60.2
60.2
60.2
60.2
60.5
60.5
60.5
60.6
60.6
56.2
60.6
62.9
60.2
57.7
57.7
57.7
57.4
51.9
57.7
57.7
57.7
57.7
57.7
57.7
57.7
57.7
58.0
58.0
58.0
58.1
58.1
53.7
58.1
60.4
57.7
69.6
69.6
69.6
69.4
63.8
69.5
69.5
69.5
69.5
69.5
69.5
69.5
69.5
69.7
69.7
69.7
69.7
69.7
65.4
69.7
71.7
69.0
62.1
62.1
62.1
61.9
56.3
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.2
62.2
62.2
62.2
62.2
57.9
62.2
64.2
61.5
29
138
140
145
146
148
158
165
169
170
173
175
Gorbanivka
Poltava
Nyzhni Mlyny
Kopyly
Tereshky
Davydivka
Male Ladyzhyne
Zelenkivka
Voinivka
Chutove
Novofedorivka
Chutove
* 70.0
59.0
0.585691
77.131748
0.710739
1.285953
2.006194
0.600306
291,200
294,500
297,800
299,500
300,000
308,000
62.9
62.9
62.9
62.9
58.6
55.1
60.4
60.4
60.4
60.4
56.1
52.6
71.7
71.7
71.7
71.7
67.4
63.4
64.2
64.2
64.2
64.2
59.9
55.9
0.951129
320,000
59.8
57.3
68.3
60.8
2.947691
329,700
59.8
57.3
68.3
1.984649
331,700
59.8
57.3
68.3
2.220956
336,800
59.8
57.3
68.3
10.281613 341,900
59.8
57.3
68.3
Installation of noise screens – reduction of noise to 30 decibel
60.8
60.8
60.8
60.8
Protective green plantations (forest shelter belts: 3-4 rows of trees with bushes) – reduction of noise by 8-10 decibel
In accordance with the current standards (VBN В.2.3-218-007-98), the right-of-way shall be
30 m for Category I roads. Within the right-of-way, sanitary standards of environmental pollution
are always exceeded and any agricultural activity is excluded. The design parameters of pollution in
the right-of-way at different predictive volumes of traffic at present and in 20 years show that noise
and pollution of air and ground with lead compounds may exceed the MPC (average daily and
single).
Emissions within the right-of-way in Kyiv Oblast:
Density of Traffic,
conditional vehicle/day
2006
CO, mg/m3
Traffic Noise, decibel
2006
prognosis for 2026
2006
prognosis for 2026
3
Noise exposure equivalent limit for inhabited
MPC: 5.0 mg/m (single); 3 mg/m3 (avarea: 55 decibel (day), 45 decibel (night)
erage daily). Hazard Class: 4
16,270
46,850
0.1580
0.4549
63.4
72.5
14,450
42,660
0.1403
0.4142
63.0
72.1
12,900
39,220
0.1253
0.3808
62.6
71.8
3
3
3
NOx, mg/m
SO2, mg/m
CxHy, mg/m
prognosis for
prognosis for
2006
2006
prognosis for 2026
2006
2026
2026
3
3
3
MPC: 0.085 mg/m (single); 0.04 mg/m
MPC: 0.15 (single); 0.05 mg/m (averMPC (single) – 1.0 mg/m3.
(average daily). Hazard Class: 2
age daily). Hazard Class: 3
Hazard Class: 4
0.010532
0.030327
0.000527
0.001516
0.02633
0.07582
0.009354
0.027615
0.000468
0.001381
0.02338
0.06904
0.008350
0.025388
0.000418
0.001269
0.02088
0.06347
prognosis
for 2026
Carbon black, μg/m3
prognosis for
2026
MPC: 150 μg/m3 (single); 50 μg/m3
(average daily). Hazard Class: 3
0.9742
2.8053
0.8652
2.5544
0.7724
2.3484
2006
Benzpyrene, μg/m3
prognosis for
2026
MPC (average daily) – 0.001
μg/m3. Hazard Class: 1
0.00015892
0.00045763
0.00014115
0.00041670
0.00012601
0.00038310
2006
Atmospheric emission of solid
Pb, mg / m x day
Pb (intensity of atmospheric emission),
μg/m3
2006
prognosis for 2026
MPC: 1.0 μg/m3 (single); 0.3 μg/m3 (average daily). Hazard Class: 1
0.18957
0.54588
0.16837
0.49706
0.15031
0.45698
Pb in ground (due to road operation during next
20 years), mg/kg
30
2006
prognosis for
2026
0.154
0.137
0.122
0.444
0.404
0.371
prognosis for 2026
MPC: 32 mg/kg
116.128
105.071
95.890
In Poltava Oblast:
Density of Traffic,
conditional vehicle/day
CO, mg/m3
Traffic Noise, decibel
2006
prognosis for 2026
prognosis
for 2026 Noise exposure equivalent limit for inhabited area: 55 decibel (day), 45 decibel (night)
39,300
62.6
71.8
38,980
62.5
71.8
34,200
61.9
71.3
37,180
63.8
72.2
35,480
61.9
71.4
36,940
62.2
71.6
38,780
62.5
71.8
38,740
62.6
71.8
64,860
65.0
73.7
33,490
62.9
71.2
27,080
61.8
70.4
2006
12,890
12,660
10,980
11,840
11,000
11,790
12,800
13,120
24,300
14,000
10,710
NOx, mg/m3
2006
MPC: 5.0 mg/m3 (single); 3 mg/m3
(average daily). Hazard Class: 4
0.1252
0.3816
0.1229
0.3785
0.1066
0.3321
0.1745
0.4173
0.1068
0.3445
0.1145
0.3587
0.1243
0.3765
0.1274
0.3762
0.2359
0.6298
0.1359
0.3252
0.1040
0.2629
SO2, mg/m3
prognosis for
2026
MPC: 0.085 mg/m3 (single); 0.04
mg/m3 (average daily). Hazard Class:
2
0.008344
0.025440
0.008195
0.025232
0.007108
0.022138
2006
CxHy, mg/m3
prognosis for
2026
2006
prognosis for 2026
MPC: 0.15 (single); 0.05 mg/m3 (average daily). Hazard Class: 3
prognosis for
2026
2006
MPC (single) – 1.0 mg/m3. Hazard Class: 4
0.000417
0.000410
0.000355
0.001272
0.001262
0.001107
0.02086
0.02049
0.01777
0.06360
0.06308
0.05535
0.011632
0.027822
0.000582
0.001391
0.02908
0.06955
0.007120
0.022967
0.000356
0.001148
0.01780
0.05742
0.007632
0.023912
0.000382
0.001196
0.01908
0.05978
0.008286
0.008493
0.015730
0.025103
0.025077
0.041985
0.000414
0.000425
0.000786
0.001255
0.001254
0.002099
0.02071
0.02123
0.03932
0.06276
0.06269
0.10496
0.009062
0.021679
0.000453
0.001084
0.02266
0.05420
0.006933
0.017529
0.000347
0.000876
0.01733
0.04382
Carbon black, μg/m3
2006
prognosis for 2026
MPC: 150 μg/m3 (single); 50 μg/m3
(average daily). Hazard Class: 3
Benzpyrene, μg/m3
2006
prognosis for
2026
MPC (average daily) – 0.001
μg/m3. Hazard Class: 1
Pb (intensity of atmospheric emission),
μg/m3
2006
prognosis for 2026
MPC: 1.0 μg/m3 (single); 0.3 μg/m3
(average daily). Hazard Class: 1
31
0.7718
0.7580
0.6575
2.3532
2.3340
2.0478
0.00012591
0.00012366
0.00010725
0.00038388
0.00038075
0.00033406
0.15019
0.14751
0.12794
0.45791
0.45418
0.39849
1.0760
2.5735
0.00017553
0.00041983
0.20938
0.50079
0.6587
2.1244
0.00010745
0.00034657
0.12817
0.41340
0.7060
2.2119
0.00011516
0.00036083
0.13737
0.43041
0.7664
0.7856
1.4550
2.3220
2.3196
3.8836
0.00012503
0.00012816
0.00023736
0.00037880
0.00037841
0.00063355
0.14914
0.15287
0.28314
0.45185
0.45139
0.75573
0.8383
2.0053
0.00013675
0.00032713
0.16312
0.39022
0.6413
1.6215
0.00010461
0.00026452
0.12479
0.31553
Atmospheric emission of solid Pb, mg / m x day
2006
prognosis for 2026
Pb in ground (due to road operation during next 20
years), mg/kg
prognosis for 2026
MPC: 32 mg/kg
0.122
0.120
0.104
0.372
0.369
0.324
96.019
95.007
83.122
0.170
0.407
112.136
0.104
0.336
85.514
0.112
0.350
89.653
0.121
0.124
0.230
0.367
0.367
0.614
94.897
95.412
164.036
0.133
0.317
87.372
0.101
0.256
69.526
The accepted design approaches include the following measures for prevention of landslips
and ablation along all the road:
1. Leveling of roadside territory within the right-of-way, which allows to prevent stagnation of
surface water.
2. Installation of culverts in low places with transverse gradient.
3. Strengthening of the surface drainage system (water channels, chutes, ditches, etc.) in order to
prevent scour and infiltration of ground water.
4. Damp-course and reinforcement of water-storage grounds near inlets and outlets of the culverts.
5. Selection of a proper opening for the culvert to ensure free flow.
6. Installation of slopes with appropriate angles of dip, taking into account their height and composition of the ground.
7. Installation of lateral drainage on landslide-prone sections (on the slopes and in the places
with close groundwater).
Potential impacts on surface water from rehabilitation and operation of the motorroad:
1) Ingress of contamination into water bodies from the pavement surface. Possible negative impact: additional pollution of surface water.
32
2) Disruption of hydraulic conditions of water flow at cross-section wih the motorroad due to
constriction of water course bottomlands with road embankments and drainage structures.
Posible negative impacts: a) increased velocities of water flows and more intensive erosive
processes; b) disruption of natural state of water levels and overdrying or overwetting of the
territories in the headrace canals of drainage structures and water checks.
3) Disruption of conditions of surface flow formation. Possible negative impacts: more intensive erosive processes and less stable slopes.
Estimated concentrations of pollutants in surface flows from the motorroad in Kyiv Oblast:
Catchment area, Length of road in en- including Category I including Category ІІ
km2
catchment, km
(15 m wide), km
(7.5 m wide), km
River, basin
the Trubizh +
the Oster
5,698.03
the Trubizh
39.650
39.650
0.000
2,276.12
39.650
39.650
0.000
the Nedra
1,035.62
15.630
15.630
0.000
the Supiy
528.883
22.830
22.830
0.000
(continued)
Area of road
in encatchment, km2
0.5948
0.5948
0.2345
0.3425
Dilution factor
0.0001044
0.0002613
0.0002264
0.0006475
Pollutants washed off the roadway, concentration in the water course,
g/m3
Chemical
Biological oxySuspensions
oxygen demand gen demand -5 Petrochemicals
(COD)
(BOD-5)
0.15657
0.05219
0.00783
0.00125
0.39195
0.13065
0.01960
0.00314
0.33958
0.11319
0.01698
0.00272
0.97125
0.32375
0.04856
0.00777
(end)
Annual rainwater flow quantity from the basin,
m3
Annual layer
Runoff
Flow quantity,
of precipitacoefficient
thousand m3
tions, mm
550
0.09
282,052.49
550
0.09
112,667.94
550
0.09
51,263.19
550
0.09
26,179.71
Annual discharge of pollutants from the roadway,
t/year
Suspensions
COD
BOD-5
Petrochemicals
44.16
44.16
17.41
25.43
14.72
14.72
5.80
8.48
2.21
2.21
0.87
1.27
0.35
0.35
0.14
0.20
In Poltava Oblast:
River, basin
Catchment area, Length of road in en- including Category I including Category ІІ
km2
catchment, km
(15 m wide), km
(7.5 m wide), km
the Gnyla Orzhytsia
549.302
34.030
34.030
0.000
the Sula
14,272.24
75.060
75.060
0.000
the Khorol
2,634.03
40.700
40.700
0.000
the Psel
9,814.33
46.900
46.900
0.000
the Vorskla
11,019.65
71.420
71.420
0.000
33
the Kolomak
630.962
29.980
29.980
0.000
(continued)
Pollutants washed off the roadway, concentration in the water course,
g/m3
Area of road
in encatchment, km2
Dilution factor
Suspensions
COD
BOD-5
Petrochemicals
0.5105
1,1259
0.6105
0.7035
1,0713
0.4497
0.0009293
0.0000789
0.0002318
0.0000717
0.0000972
0.0007127
1,39391
0.11833
0.34766
0.10752
0.14583
1,06908
0.46464
0.03944
0.11589
0.03584
0.04861
0.35636
0.06970
0.00592
0.01738
0.00538
0.00729
0.05345
0.01115
0.00095
0.00278
0.00086
0.00117
0.00855
(end)
Annual rainwater flow quantity from the basin,
m3
Annual layer
Runoff
Flow quantity,
of precipitacoefficient
thousand m3
tions, mm
525
525
525
525
525
525
0.15
0.15
0.15
0.15
0.15
0.15
43,257.53
1,123,938.90
207,429.86
772,878.49
867,797.44
49,688.26
Annual discharge of pollutants from the roadway,
t/year
Suspensions
COD
BOD-5
Petrochemicals
60.30
133.00
72.12
83.10
126.55
53.12
20.10
44.33
24.04
27.70
42.18
17.71
3.01
6.65
3.61
4.16
6.33
2.66
0.48
1.06
0.58
0.66
1.01
0.42
The aforesaid estimation of impact on surface water is conservative, because it does not take
into account the designed measures for water treatment at treatment facilities.
Therefore, excess of the MPC is not expected even under strict regulation of pollutional load
in wastewater.
The Feasibility Study includes design of treatment facilities described in the respective sections for drainage of water to the areas located beyond water protection zones and its treatment. Besides, a scheme of bioengineering treatment facilities (bioplato) is developed for water treatment as a
separate volume of the design. Such facilities use microorganisms for biochemical degradation of
organic matters.
5. DESCRIPTION OF SOCIAL ENVIRONMENT AND THE IMPACT ASSESSMENT
Kyiv Oblast is located in the northern part of Ukraine, in the basin of the Dnipro River. In
terms of political subdivision, Kyiv Oblast includes 25 rayons. The area is 28.4 thousand km2 (4.7%
of Ukraine’s area). Population: 1,808.3 thousand persons (3.7% of Ukraine’s residents).
Boryspil Rayon.
Area: about 1,460 sq. km, 43 settlements, 53,485 residents.
Baryshivka Rayon.
Area: 957.6 sq. km (3.46% of the oblast area), 38 settlements, 41.5 thousand residents.
Yagotyn Rayon.
Area: 793.3 sq. km (2.8% of the oblast area).
34
Poltava Oblast is located on the left bank in the middle Dnipro River and covers the area of
28.8 thousand sq. km.
Pyriatyn Rayon.
Area: 863.5 sq. km, population: 36.6 thousand persons.
Lubny Rayon.
Area: 1,378 sq. km, population: 40.8 thousand persons.
Khorol Rayon.
Area: 1,062.33 sq. km.
Velyka Bagachka Rayon.
Area: 1,044 sq. km, population: 31.3 thousand persons.
Poltava Rayon.
Area: 1,259.89 sq. km (4.4% of the oblast area). Population: 66,850 persons.
Reshetylivka Rayon.
Area: 1,001 sq. km.
Chutove Rayon.
Area: 861 sq. km, population: 27.1 thousand persons.
The area affected by the road in Kyiv Oblast includes 30 settlements with 14.4 thousand residents. The affected area in Poltava Oblast includes 178 settlements with about 550 thousand residents.
Parameters of settlements in the area affected by M-03 Motorroad:
Kyiv Oblast:
Ivankiv
Liubartsi
Bziv
Selychivka
Ustynkova Greblia
Shovkove
Voloshynivka
Borshchiv
Berezan
Semenivka
Leliaky
Khmeliovyk
13 Kozliv
14
15
16
17
18
19
20
21
22
23
24
25
Zhovtneve
Grygorivka
Somkova Dolyna
Radianske
Panfyly
Panfyly
Yagotyn
Nychyporivka
Nychyporivka
Yagotyn
Yagotyn
Voronivshchyna
Rayon
Boryspil
1
2
3
4
5
6
7
8
9
10
11
12
Settlement
PereyaslavKhmelnitskiy
Yagotyn
PereyaslavKhmelnitskiy
Yagotyn
L/I
9.19457
9.49246
3.46603
1.93197
0.249834
0.488635
1.83329
1.84954
36.3423
3.21992
2.93881
1.36394
360
390
500
250
260
3,000
160
340
590
2,100
510
330
Distance from
the beginning of
road, m
600
10,100
13,500
16,700
19,500
20,000
21,300
25,100
31,300
37,000
38,700
40,500
3.72468
940
41,900
1,120-1,650
7.02109
0.44238
2.05799
0.418191
2.45766
0.141071
8.62092
4.62062
0.189423
0.645171
0.252105
0.644359
680
2,000
60
280
100
30
110
70
30
50
510
80
44,700
48,700
50,000
52,600
56,100
56,300
58,400
58,800
60,800
62,600
63,100
63,700
530-770
1,650-2,440
1,120-1,650
1,650-2,440
less than 50
1,650-2,440
less than 50
180-260
530-770
over 2,440
1,650-2,440
370-530
Area, km2
Number of
residents
Distance from the
road, m
less than 50
over 2,440
50-70
over 2,440
1,120-1,650
1,650-2,440
370-530
less than 50
less than 50
less than 50
770-1120
over 2,440
35
26
27
28
29
30
Dvirkivshchyna
Cherniakhivka
Cherniakhivka
Koptevychivka
Bogdanivka
0.77692
4.38463
0.592058
1.75932
3.29562
Total:
270
40
230
80
50
14,400
64,600
67,600
70,200
71,300
72,700
1,120-1,650
260-379
1,120-1,650
530-770
50-70
Poltava Oblast:
L/I
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
Settlement
Teplivla
Olexiyivka
Natalivka
Arkhemivka
Maliutyntsi
Victoria
Olexandrivka
Mohylivshchyna
Verkhoyarivka
Rivna
Pyriatyn
Tarasivka
Mala Krucha
Velyka Krucha
Novoselivka
Ulianovka
Povstyn
Karpylivka
Ivanivka
Stepuri
Bogodarivka
Vyly
Gubske
Ostapivka
Tarandyntsi
Pyshne
Vyshchyi Bulatets
Novaky
Lubny
Klepachi
Vilshanka
Mgar
Pisky
Zasullia
Solonytsia
Voinykha
Kupyevakha
Nazarivka
Ivantsi
2
Rayon
Area, km
Pyriatyn
2.68333
Grebinka
Pyriatyn
Grebinka
Pyriatyn
Grebinka
Pyriatyn
Lubny
Orzhytsia
Lubny
Khorol
2.47008
0.922789
0.399791
3.1706
1.52891
0.835162
0.250748
0.75649
0.669609
9.64031
4.71729
0.518922
2.34882
0.185012
1.1353
1.67188
1.79351
0.524312
0.450987
0.810544
0.514207
2.73838
2.47958
1.97591
0.606063
2.11119
3.54543
21.6658
2.1148
1.58223
1.47435
1.9663
2.90619
2.96598
1.08804
0.226593
0.637729
0.492924
Number of
residents
Distance
from the
beginning
of road, m
490
85,300
1,120-1,650
30
580
3,000
190
200
200
50
319
1,268
10,100
700
290
1,330
846
3,600
1,900
1,800
880
1,700
170
350
220
1,300
190
4,400
540
710
80
790
90
70
270
1,800
10
320
510
120
950
87,800
88,400
89,300
89,300
94,100
101,400
104,000
106,500
106,600
113,000
114,000
114,500
115,900
119,600
120,900
124,400
126,300
130,700
138,500
138,500
138,800
139,200
141,000
141,700
142,300
146,000
149,300
151,400
151,500
154,800
158,800
160,600
161,900
162,400
165,300
165,400
169,100
173,900
less than 50
over 2,440
770-1,120
770-1,120
130-180
less than 50
less than 50
1,650-2,440
1,650-2,440
less than 50
over 2,440
770-1,120
less than 50
1,650-2,440
over 2,440
1,120-1,650
1,120-1,650
530-770
1,120-1,650
over 2,440
less than 50
over 2,440
1,650-2,440
1,650-2,440
less than 50
1,120-1,650
370-530
180-260
770-1,120
less than 50
530-770
1,120-1,650
770-1,120
770-1,120
less than 50
770-1,120
530-770
770-1,120
Distance from
the road, m
36
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
Krevelivka
Zaporozhchyne
Totchyne
Shynkivshchyna
Pokrovska Bagachka
Nastasivka
Bochky
Kovtuny
Vazhnyna Dolyna
Shtompelivka
Pavlivka
Padusi
Lobkova Balka
Lisianshchyna
Stavky
Radky
Glyboka Dolyna
Khorol
Prystan
Popivka
Mala Popivka
Vyshniaky
Kostiuky
Demyna Balka
Verbyne
Pavlenky
Novoivanivka
Roplianske
Yalosovetske
Chervone
Lagodivka
Brygadyrivka
Chapayevka
Semenivka
Radyvonivka
Pushkareve
Bagachka Persha
Shyroke
Mostovivshchyna
Stefanivshchyna
Vyshari
Sydorivshchyna
Shyposhi
Morozivshchyna
Dziubivshchyna
Krasnogorivka
Gerusivka
Bilotserkivka
Lugove
Birky
Balandy
Ogyrivka
Konoplianka
Podil
Lubny
Khorol
Lubny
Khorol
Velyka Bagachka
0.56376
0.371857
0.350846
0.653348
4.04123
0.79673
0.924928
1.37346
0.270148
1.19893
1.2723
0.438894
0.868585
0.103153
0.350139
0.897135
0.612057
12.4498
0.680092
1.93281
0.728908
3.75246
0.677176
0.948551
1.12979
0.495554
3.28986
0.212775
2.42041
0.499029
0.89815
2.23764
1.6709
1.27816
2.69959
1.09196
1.44034
0.5801
1.92677
0.910384
0.464803
0.59682
0.165788
0.633754
0.798442
2.10902
0.310568
4.76903
0.744542
1.30065
0.333283
3.77931
0.582707
3.107
1,370
940
210
810
3,500
1,860
40
0
0
140
200
370
360
320
90
60
60
50
150
310
70
100
140
200
40
70
130
60
150
40
90
120
150
70
110
110
320
110
100
730
80
90
150
130
80
90
270
60
200
160
180
170
1,000
200
174,500
175,000
175,300
176,000
177,900
181,200
183,200
184,300
184,800
184,800
185,800
186,400
186,700
186,800
187,300
189,700
192,600
193,400
194,400
196,500
198,200
198,500
199,300
202,500
203,100
206,100
206,600
207,300
208,200
210,000
210,500
210,700
215,000
215,900
217,400
218,000
219,900
220,700
223,200
226,500
227,600
227,700
228,500
229,500
230,300
231,100
231,800
233,500
233,900
236,100
238,000
238,400
239,800
241,100
1,650-2,440
over 2,440
over 2,440
1,120-1,650
less than 50
less than 50
1,650-2,440
less than 50
1,120-1,650
over 2,440
1,120-1,650
over 2,440
less than 50
over 2,440
1,120-1,650
530-770
1,120-1,650
less than 50
1,120-1,650
770-1,120
370-530
180-260
1,650-2,440
530-770
1,650-2,440
1,120-1,650
260-379
1,120-1,650
260-379
770-1,120
1,650-2,440
530-770
less than 50
over 2,440
over 2,440
1,120-1,650
1,650-2,440
less than 50
1,120-1,650
770-1,120
1,650-2,440
less than 50
over 2,440
less than 50
1,650-2,440
less than 50
770-1,120
less than 50
1,120-1,650
over 2,440
1,650-2,440
1,650-2,440
less than 50
less than 50
37
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
Krokhmaltsi
Lyman Drugyi
Lobachi
Tryvaily
Gryshky
Bakay
Glyboka Balka
Korzhivka
Goluby
Reshetylivka
Khoruzhi
Prokopivka
Bilokoni
Shkurupiyivka
Lytvynivka
Kukobivka
Liutivka
Demydivka
Dolyna
Nova Dykanka
Keleberdivka
Tsyganske
Vasky
Kostochky
Kirove
Gutyrivka
Umantsivka
Vytivka
Karpusi
Chervona Dolyna
Abazivka
Solomakhivka
Lavryky
Rozhayivka
Mazurivka
Kovanchyk
Ivashky
Bayrak
Suprunivka
Gozhuly
Myltsi
Shostaky
Kuklyntsi
Govtvianchyk
Gorbanivka
Rozsoshentsi
Poltava
Shcherbani
Shmygli
Tiutiunnyky
Gora
Nyzhni Mlyny
Kopyly
Zintsi
Reshetylivka
Poltava
0.796324
3.07172
1.95873
0.550594
0.794989
1.45034
2.41982
0.641986
0.6356
10.7172
0.368364
0.91004
1.6692
1.22467
1.3517
1.12315
0.643363
2.54884
0.815856
0.764894
1.14712
0.936365
1.81631
0.530005
1.76787
0.551219
0.22133
1.26736
0.766161
0.255828
1.73263
0.441295
0.433781
0.552949
0.285651
1.16375
2.44568
0.569566
3.4247
3.77876
2.83786
1.53337
0.71482
0.153447
0.585691
2.31532
77.1317
1.97809
0.679321
0.44493
1.19066
0.710739
1.28595
1.14895
3,100
90
110
110
1,100
510
120
860
130
1,700
800
60
310
330
300
10
700
130
570
1,600
1,100
810
560
1,400
100
64
190
80
250
80
300
740
660
630
790
107
368
607
273
5,900
6,200
100
38
47
115
9,800
660,000
18,300
7,500
3,600
3,300
12,800
16,300
1,500
246,800
247,100
248,400
248,900
251,300
252,100
253,500
254,800
255,000
259,600
260,800
261,200
262,800
263,000
264,400
266,200
266,400
267,200
269,100
269,200
272,600
273,700
274,300
274,300
274,600
275,500
275,800
277,500
277,700
278,600
278,900
280,000
280,200
281,600
282,400
283,100
284,600
285,000
286,600
287,100
287,600
288,400
289,100
289,800
291,200
292,100
294,500
295,700
296,500
296,600
297,100
297,800
299,500
300,000
1,120-1,650
1,650-2,440
less than 50
370-530
over 2,440
1,120-1,650
less than 50
770-1,120
over 2,440
less than 50
1,650-2,440
530-770
1,650-2,440
530-770
1,120-1,650
1,650-2,440
530-770
1,120-1,650
770-1,120
less than 50
770-1,120
less than 50
1,650-2,440
770-1,120
1,650-2,440
1,650-2,440
over 2,440
530-770
130-180
1,120-1,650
over 50
1,650-2,440
1,120-1,650
1,650-2,440
1,650-2,440
over 2,440
370-530
1,650-2,440
less than 50
1,650-2,440
less than 50
770-1,120
1,650-2,440
90-130
less than 50
770-1,120
less than 50
1,120-1,650
1,120-1,650
1,650-2,440
770-1,120
less than 50
less than 50
770-1,120
38
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
Tereshky
Makukhivka
Mykilske
Andrushky
Markivka
Sosnivka
Verkholy
Vatsi
Grabynivka
Kovalivka
Davydivka
Yizhakivka
Zaliznychne
Kulykove
Dudnykove
Stepanivka
Velyke Ladyzhyne
Male Ladyzhyne
Vasylivka
Burty
Storozhove
Zelenkivka
Voinivka
Vynomynivka
Lysycha
Novofedorivka
Stinka
Chutove
Kochubeyivka
Cherniakivka
Verkhni Rivni
Nyzhni Rivni
Chutove
Total:
2.00619
1.05227
1.65981
0.475433
0.693945
0.363431
0.96366
1.11406
0.568601
2.18614
0.600306
0.433659
1.58629
2.44237
1.93885
0.768685
0.599053
0.951129
3.10393
0.46145
2.8268
2.94769
1.98465
0.723018
1.26744
2.22096
1.1377
10.2816
3.0524
3.93491
0.36668
0.913572
110
2,500
15,700
22,800
22,800
300,000
303,100
303,300
303,900
304,200
305,200
305,500
305,900
306,200
307,300
308,000
308,100
309,300
313,000
316,800
317,700
320,000
320,000
322,200
322,600
328,000
329,700
331,700
334,100
335,500
336,800
340,800
341,900
345,400
347,900
348,800
349,700
130-180
1,650-2,440
over 2,440
1,650-2,440
770-1,120
over 2,440
770-1,120
1,650-2,440
770-1,120
1,650-2,440
180-260
260-379
over 2,440
370-530
770-1,120
1,650-2,440
1,650-2,440
less than 50
260-379
over 2,440
1,120-1,650
less than 50
less than 50
1,120-1,650
1,650-2,440
less than 50
1,650-2,440
less than 50
over 2,440
1,650-2,440
over 2,440
260-379
548,132
The estimates show that though a lot of residents will be affected by operation of the road,
quite fewer residents will be affected along its route in comparison with other motorways in Ukraine.
6. ASSESSMENT OF IMPACT ON TECHNOLOGICAL ENVIRONMENT
The technological environment in the area affected by the motorroad includes power lines, adjacent local roads, and residential development. The project will have additional impact on civil residential and industrial buildings, above-ground structures, and social organization of the territory (including recreational areas and cultural landscapes) at the stage of rehabilitation due to temporary impairment of the infrastructure and passage and also because of environmental pollution. On the contrary, after the road is commissioned, it will have a positive impact on the technological environment.
The world practice shows that motorroads of Category I and II extend their socio-economic impact
on hundreds of kilometres and contribute to business activity, investment appeal of the territory, creation of new jobs, etc.
7. MEASURES FOR MAINTENANCE OF ENVIRONMENTAL STANDARDS AND
ENVIRONMENTAL SAFETY
39
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-
-
-
-
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The environmental impact of the project will be reduced to noise and air pollution with dust
and aerosol emissions from internal-combustion engines. The mitigation measures will include:
prevention of landslide and ablation effects (strengthening of surface water drainage systems
to prevent washouts and groundwater seepage, installation of a drainage system, and other
measures to prevent landslip on safe sections with high water table);
reduction of atmospheric emissions (proper control of compliance with work technique and
leveling of horizontal alignment in order to ensure steady traffic);
noise reduction measures (installation of noise screens and prohibition of pile-driving at
night);
protection of soil (removal and stockpiling of vegetation soil on specially assigned grounds
with its further use for improvement of fertility);
reduction of impact on flora and fauna (prohibition to cut trees beyond the borders of zone alloted for rehabilitation of the road and road structures, prohibition to cover with earth the root
collars and the trunks of the trees growing near the rehabilitation site, and provision for migration of animals in the places of passages, bridges, overhead roads, culverts, etc.);
waste management (regular transportation of building materials in the course of rehabilitation
without stockpiling the large lots at the construction sites, temporary stockpiling of building
refuse at the construction site in specially assigned places, availability of transportable containers for metal rejects, oiled rags, petrochemicals, etc. at the construction sites, and obligatory removal of building refuse from the construction site with its further utilization);
prevention of negative changes in the hydrologic environment (prevention of pollutant ingress
into the aquatic environment due to pollution of ground, installation of mimimum number of
footings in water courses during rehabilitation of bridges, etc.).
Key measures accepted for environmental protection:
the road shall be rehabilitated with the maximum use of existing right-of-way;
the fertile layer of soil shall be removed along all the road, stockpiled in the right-of-way and
then used for consolidation of the roadbed, reclamation of ground-pits, and improvement of
low-yield soils in other locations;
the culverts are designed to provide for for free flow and fully equipped with chutes for water
drainage to protect the ground in the roadside territories against erosion processes;
the water courses shall be reinforced with concrete slabs and dashpots near the culvert heads
to prevent scour at the points of entry and exit;
the pavement structure shall not include toxic materials, either in the carpet, or in the bottom
layers;
in order to reduce dust formation in cases when vehicles drive down to the verges, the design
includes reinforcement of the verges with asphalt coat;
the lands disrupted temporarily during construction shall be reclaimed after completion of the
construction and returned to their users for further economic activities;
Special measures are also planned, including treatment facilities at the sections of active water
courses and noise screens on the road near inhabited localities.
In the places of animal migration, special biopassages shall be installed in a form of artificial
structures: droves, bridges, tunnels, and corrugated-metal pipes.
The list of additional design approaches to be taken into account in order to observe the
environmental protection requirements during construction of M-03 Motorroad:
1. Provide compensations to and come to agreements with the users of forest plots to be cut down.
The size of compensation shall not be lower than the value of material assessment of the green
plantations specified in the certificates of inspection.
40
2. In the cases when roadside forest shelter belts are cut down, arrange alternative green plantations
in coordination with the State Department of Ecological Resources and, if necessary, with the oblast forestries.
3. On all the bridges, install water drainage from the roadway to treatment facilities: of physical and
mechanical treatment, filled with filter medium (fine-grained crushed rock), and bioplato.
8. COMPREHENSIVE ASSESSMENT OF ENVIRONMENTAL IMPACTS
After analyzing the factors of environmental impacts, we have to note that the motorroad will
have a negative impact only in its zone of influence (affected zone) and within the limits of minimum
atmospheric air pollution. The levels of atmospheric air pollution in the affected zone will not exceed the permissible limits.
The estimated impact on surface and ground water is minimal. The system of design approaches to rainwater and meltwater drainage and organization of roadway cutting includes drainage
both from the roadway and from the engineering structures.
The impact on flora and fauna will be insignificant. No impact is expected on protected areas.
In general, if the motorroad is operated properly, the estimated integral impact on most of the
environmental components will be insignificant, provided that all the designed protective measures
are applied.
This project will have explicit positive social outcomes. The impact on technological environment is qualified as positive.
Due to better riding qualities of the new road, as compared with the old one, the general effect
of rehabilitation is expected to be rather positive than negative.
-
The residual effects will include:
levels of noise, which will not exceed the current maximum permissible limits for inhabited
localities, provided that the proposed protective measures are applied;
pollutant emissions, which will not exceed the MPC;
runoffs from the roadway surface, in which pollutant concentrations will be lower than the
MPC and will not have any impact on the water quality in water bodies, provided that protective measures (channeling of the runoffs to treatment facilities) are applied.
9. ASSESSMENT OF ENVIRONMENTAL IMPACTS FROM CONSTRUCTION
The construction works for rehabilitation of the road and bridgeworks will be performed by
the general contractor which will win the tender.
The plan is to start the construction works in 2006 and to complete them in 2013.
All the materials, their transportation and storage, methods of construction works, and quality
assurance of the materials and the construction works shall correspond to the technical specifications
included in the tender documents.
Provision for occupational safety shall be ensured by the construction management and include, without limitation, the following key measures:
-
provide personal and collective protective gear (overalls, footwear, goggles, etc.) to all the
workers under the effective regulations;
communicate the road-building safety code to all the workers;
provide the appropriate safety code briefing before commencement of the works;
equip the work sites with bright posters on safety codes for respective operations;
41
-
arrange for transportation of the workers to their work sites only by the vehicles specially
equipped for such purposes;
install night-time lighting and appropriate fencing of the work sites;
provide amenity premises and structures for building sites in accordance with requirements of
normative documents on safety code, industrial sanitation, etc.
The contractors shall include the specific engineering decisions on occupational safety and
hygiene and sanitary conditions of the workers in the designs of construction works.
The fire safety measures shall include the following:
-
ensure that the workers observe fire safety requirements;
develop the schemes of personnel and machinery evacuation and communicate such schemes
to the workers;
- install fire safety shields with equipment (chemical extinguishers, boxes with dry sand, buckets, spades, gaffs, etc.) at the sites;
- equip the premises with fire extinguishers with instructions and placards including the names
of persons in charge of fire safety;
- assign special places for smoking and equip them with appropriate fire fighting equipment
and Smoking Place placards;
- provide for possible passage of fire engines to each building and structure and ensure proper
maintenance of such passages;
Only the personnel familiar with the procedures and briefed on occupational and fire safety
shall be admitted to the work.
In order to ensure high riding qualities and durability of the road and create appropriate traffic
conditions, the construction documentation includes application of state-of-the-art technologies, materials, machines, and mechanisms during adaptation of the road to motorway requirements.
The feasibility study includes milling of the existing bituminous concrete pavement, cold recycling technique of pavement layers, and application of geotextiles, synthetic layers, and rubblymastic bituminous concrete.
The roadbase layers shall be made of materials reinforced with cement, and the layers of carpet shall be made of bituminous concrete on cementic polymer bituminous material.
The design documents include antirust metal fencing.
For the engineering structures:
-
application of Spolimost S weldup damp-course;
application of hermetic rubbly-mastic isolation joints;
extension of superstructure dimensions with a cast-in-block overhead slab;
application of durable antirust zinc-plating and three-coat painting on metal structures, with
each layer of paint at least 220 micron thick;
anticorrosive protection of concrete surfaces with paints based on acrylic compositions;
application of damp-course carpet made of poured (modified) asphalt concrete;
application of fine rubbly-mastic bituminous concrete for floors of structures; and
application of repair materials based on polymer concrete compositions to renovate concrete
surfaces.
The main nature-conservative measures at the stage of construction include:
-
mandatory observation of safety code and occupational safety regulations;
separation of dangerous areas and worksites with special multiple-use fencing
installation of caution signs and placards in the necessary places;
42
-
stockpiling of building materials and structures on the vacant grounds within the right-of-way
in order to avoid passage blocking;
exclusion of pollution caused by machinery and mechanisms to carriageways of communication roads and the places where ground and building refuse is handled;
prevention of technological vehicles from driving beyond the right-of-way;
bulk building materials and mixes shall be delivered packed to the construction site, and solutions and concrete shall be transported in concrete haulers;
installation of night-time lighting for the passages;
exclusion of continuous idling operation of vehicle and machinery engines;
disposal of building refuse, garbage, and ground in strict compliance with the permissions obtained in accordance with the established procedures;
control of engineering equipment, mechanisms and machinery operation, prompt repair and
prevention of defective mechanisms from operation;
prohibition to cut down trees beyond the strip allotted for construction of the road and road
structures;
strict compliance with effective fire safety norms and regulations;
the garbage shall be localized and then removed in a centralized way by a specialized organization. The following measures shall be ensured:
regular transporting of building materials in the course of works, without stockpiling of their
large lots at the construction sites;
temporary stockpiling of building refuse in specially assigned places at the construction sites;
availablility of transportable containers for metal waste, oiled rags, petrochemicals, etc.
43