Initial Environmental Examination
January 2012
IND: Jammu and Kashmir Urban Sector
Development Investment Program—Construction of
Elevated Expressway Corridor (Flyover) from
Jehangir Chowk to Rambagh and Natipora in
Srinagar City
Prepared by the Economic Reconstruction Agency, Government of Jammu and Kashmir
for the Asian Development Bank.
CURRENCY EQUIVALENTS
(as of 02 February 2012)
Currency unit
–
rupee (INR)
INR1.00
=
$0.02037
$1.00
=
INR 49.100
ABBREVIATIONS
ADB
ASI
BOD
CBD
CTE
CTO
DSC
CPCB
DO
EA
EAC
EARF
EC
EIA
EMP
ERA
FI
GoI
GRM
IA
IEE
IRC
IST
J and K
JKUSDIP
-
LCV
LHS
MFF
MLD
MoEF
MRH
MSW
MT
MTR
NAAQS
NH
NSL
OM
PCU
PIU
PMU
PM2.5
PM10
PSC
PUC
-
Asian Development Bank
Archeological Survey of India
biochemical oxygen demand
central business district
consent to establish
consent to operate
design and supervision consultancy
Central Pollution Control Board
dissolved oxygen
executing agency
Expert Appraisal Committee
environment assessment and review framework
environmental clearance
environmental impact assessment
environment management plan
Economic Reconstruction Agency
financial intermediary
Government of India
grievance redress mechanism
implementing agency
initial environmental examination
Indian Road Congress
Indian Standard Time
Jammu and Kashmir
Jammu and Kashmir Urban Sector Development
Investment Program
light commercial vehicle
left-hand side
multitranche financing facility
million liters per day
Ministry of Environment and Forests
mean relative humidity
municipal solid waste
metric ton
month’s total rainfall
National Ambient Air Quality Standards
national highway
natural soil level
operations manual
passenger car unit
project implementation unit
project management unit
particulate matter below 2.5 micron particle size
particulate patter below 10 micron particle size
project support consultant
pollution under control
RCC
REA
RHS
RoW
RSPM
SMC
SPCB
SPM
SPS
STP
TDS
TMP
ToR
TSS
V/C ratio
-
reinforced cement concrete
rapid environmental assessment
right-hand side
right of way
respirable suspended particulate matter
Srinagar Municipal Corporation
State Pollution Control Board
suspended particulate matter
Safeguards Policy Statement
sewage treatment plant
total dissolved solids
traffic management plan
terms of reference
total suspended solids
volume to capacity ratio
WEIGHTS AND MEASURES
cm
crore
lakh
km
kph
lpd
m
mg/l
mm
MSL
μ
µg/m3
μS/cm
NTU
ppm
–
–
–
–
–
–
–
–
–
centimeter
100 lakhs = 10,000,000
100 thousand = 100,000
kilometer
kilometer per hour
liters per day
meter
milligrams per liter
millimeter
mean sea level
10-6 meter
micrograms per cubic meter
micro Siemens per centimeter
Nephalo turbidity unit
parts per million
NOTES
In this report, "$" refers to US dollars.
and ―INR‖ refers to Indian rupees
This initial environmental examination is a document of the borrower. The views expressed
herein do not necessarily represent those of ADB's Board of Directors, Management, or staff,
and may be preliminary in nature.
In preparing any country program or strategy, financing any project, or by making any
designation of or reference to a particular territory or geographic area in this document, the
Asian Development Bank does not intend to make any judgments as to the legal or other status
of any territory or area.
TABLE OF CONTENTS
EXECUTIVE SUMMARY
Page
I.
II.
INTRODUCTION
POLICY, LEGAL AND ADMINISTRATIVE FRAMEWORK
A.
ADB Policy
B.
National and State Laws
1
2
2
3
III.
DESCRIPTION OF PROJECT
A.
Existing Condition
B.
Proposed Subproject and Components
C.
Implementation Schedule
D.
Alternatives of Proposed Subproject
5
5
6
9
9
IV.
DESCRIPTION OF ENVIRONMENT
A.
Physical Resources
B.
Ecological Resources
C.
Economic Development
D.
Social and Cultural Resources
12
12
22
23
28
V.
ANTICIPATED IMPACTS AND MITIGATION MEASURES
A.
Planning and Design Phase
B.
Construction Phase
C.
Operation and Maintenance Phase
D.
Cumulative Environmental Impacts
E.
Assessment of No-Go (No Build) Option
30
31
39
54
60
60
VI.
INFORMATION DISCLOSURE, CONSULTATION
AND PARTICIPATION
A.
Public Participation During the Preparation of the IEE
B.
Notification of Potential Interested and Affected Parties
C.
Future Consultation and Disclosure
64
64
64
65
VII.
GRIEVANCE REDRESS MECHANISM
66
VIII.
ENVIRONMENTAL MANAGEMENT PLAN
A.
Institutional Arrangement
B.
Environmental Monitoring Program
C.
Environmental Management and Monitoring Cost
66
67
69
86
IX.
CONCLUSIONS AND RECOMMENDATIONS
91
APPENDIXES
1.
Rapid Environmental Assessment (REA) Checklist
2.
Traffic Management Plan
92
95
3.
4.
Public Consultation
Alignment of Proposed Flyover and Photographs of the Area
101
115
EXECUTIVE SUMMARY
1.
The Economic Reconstruction Agency (ERA) has undertaken the Jammu and Kashmir
Urban Sector Development Investment Program (JKUSDIP), financed by the Asian
Development Bank (ADB) through a multitranche financing facility (MFF). The total estimated
cost of the program is about $485 million, out of which $300 million will be financed by ADB.
2.
The primary objective of JKUSDIP is to promote economic development in the State of
Jammu and Kashmir (J and K) through expansion of basic services such as water supply,
sewerage, sanitation, drainage, solid waste management, urban transport, and other municipal
functions in Jammu, Srinagar, and other important urban centers of the state. JKUSDIP will also
strengthen the service delivery capacity of the responsible state urban agencies and urban local
bodies through management reform, capacity building, and training.
3.
The program is to be implemented in 4–7 tranches over a period of 8 years. Each
tranche constitutes a separate loan. Tranche I (project 1) of JKUSDIP (Loan 2331–IND) is under
implementation. One of the subprojects identified under tranche 2 (project 2) of JKUSDIP is the
construction of an elevated expressway corridor (flyover) from Jehangir Chowk to RambaghNatipora to improve the urban transportation system.
4.
The major objectives of constructing the expressway corridor are: (i) decongestion of
traffic on the road junctions from Jehangir Chowk to Rambagh-Natipora; (ii) quick access to the
airport from the city center; and (iii) improved long-term traffic management in Srinagar City.
The proposed flyover is expected to have the following benefits: (i) immediate positive impact on
the area by significantly reducing the number of vehicles passing through the area by
approximately 58% (as per traffic surveys) from the current number of 11,686 vehicles per 12hour period; (ii) reduction of traffic, which is expected to reduce the number of accidents and
potential conflicts that occur within the area, thus saving human life as well as the economy of
the region; (iii) reduced traffic also resulting in land gains, which can be utilized to enhance the
pedestrian space and increase pedestrian amenity; (iv) improvement and increase in size of
pedestrian sidewalks and footpaths, as well as general urban design elements to create an
environment that is conducive to pedestrian activity; (v) reduced traffic congestion, conflicts, and
land gains resulting in a safer and more efficient circulation of traffic; and (vi) future
development and events need will have better access to and from the city.
5.
The legal framework and principles adopted for addressing environmental issues in the
proposed subproject have been guided by the existing legislation and policies of the
Government of India, Government of Jammu and Kashmir, ADB, and the revised environmental
assessment and review framework (EARF)1 adopted for tranche 2 of JKUSDIP.
6.
Indian laws and the ADB Safeguard Policy Statement (SPS) require that environmental
impacts of development projects are identified and assessed as part of the planning and design
process, and that action is taken to reduce those impacts to acceptable levels.
7.
The take-off point of the elevated expressway corridor (flyover) is Jehangir Chowk, and it
terminates beyond Y intersection at Natipora and Airport Road crossing. The length of the
1
The EARF has been revised to be aligned with ADB’s Safeguard Policy Statement 2009. The original EARF was
prepared for JKUSDIP in accordance with ADB’s Environment Policy 2002. However, with implementation of SPS
2009, the EARF was required to be revised for tranche 2 and subsequent tranches of JKUSDIP.
corridor is about 2.41 km, and it is comprised of (i): a dual carriageway (inbound and outbound),
each one 7.5 m in width; and (ii) two-lane split roads on either side of the flyover.
8.
The subproject site is located in the built-up area of Srinagar City, the summer capital of
Jammu and Kashmir. It is situated at an average altitude of 1,600 m above mean sea level, and
located in the heart of the oval-shaped valley of Kashmir. The subproject site is characterized
as fragmented with high volumes of traffic, pedestrians, and commercial activities competing for
limited space. The high levels of traffic create an unsafe environment for residents, pedestrians,
and commuters alike and are a barrier to redevelopment and growth of the area. The subproject
site (i) is not located in areas prone to water-logging and flash flood; (ii) is not within or adjacent
to environmentally sensitive areas such as cultural heritage sites, protected areas, wetlands,
buffer zones of a protected area, and special areas for protecting biodiversity; (iii) has been
noted to have increased dust levels compared to other parts of the city due to vehicular
movement and congestion; and (iv) has no water courses occurring within the site.
9.
The design of the expressway corridor has taken into consideration reduced traffic
congestion, minimized road surface flooding, improved road surface storm water drainage, and
maximized land gains due to lane configurations and layout. Planning principles and design
considerations have been reviewed and incorporated into the site planning process whenever
possible; thus, environmental impacts due to the subproject design or location were not
significant. However, resettlement impacts are not avoidable, as the subproject site is amongst
the busiest routes in the central business area, and the existing roads have been widened to the
maximum possible extent. The proposed development will require land acquisition and
demolishing of buildings and will thus impact businesses, traders, and public transport
operators. A resettlement plan has been developed in accordance with ADB SPS and Indian
laws and regulations.
10.
Anticipated impacts during the construction period include (i) temporary disruption of
services during realignment of existing utilities along the corridor; (ii) temporary closure of roads
to allow the contractors to build the flyover; (iii) cutting of roadside trees; (iv) interference with
access to properties and businesses due to road closures and rerouting of traffic; (v) risk of
accidents associated with vehicular traffic and transport of materials; (vi) increased volume of
construction vehicles on the roads that may lead to increased wear and tear of roads in the
vicinity of the proposed site; and (vii) exposure to increased noise, dust, vibrations, hazardous
chemicals (such as bitumen, old asphalt layers, oils, and lubricants), and waste materials. An
environmental management plan (EMP) has been developed to provide specific actions
deemed necessary to assist in mitigating the environmental impacts, guide the environmentallysound construction of the proposed flyover, and ensure efficient lines of communication among
the implementing agency, project management unit, and contractors. The EMP also provides a
proactive, feasible, and practical working tool to enable the measurement and monitoring of
performance on site.
11.
Anticipated impacts during operation and maintenance include (i) increased air pollution
and noise over time due to gradual increase in traffic volumes on the road; (ii) improved air
quality for sensitive receptors in proximity as a result of separation of traffic through the area;
(iii) reduced traffic resulting in reduced number of accidents and potential conflicts that occur
with the area; (iv) reduced traffic resulting in land gains which can be utilized to enhance the
pedestrian space and increase pedestrian amenity; and (v) better access to and from the city.
The reduction of traffic through the area allows for the area to be redeveloped and revitalized in
a coordinated and integrated manner, ensuring connectivity among the various land uses,
greater pedestrian spaces, and general urban redesign of the appearance of the area to create
a better quality environment for the people. This will enhance the existing trading, transport,
infrastructure, and associated facilities, as well as encouraging commercial, retail, and
residential initiatives within the area, thus providing broader impetus for the redevelopment of
the surrounding areas and the central business district.
12.
The public participation process included (i) identifying interested and affected parties
(stakeholders); (ii) informing and providing stakeholders with sufficient background and
technical information regarding the proposed development; (iii) creating opportunities and
mechanisms whereby they can participate and raise their viewpoints (issues, comments, and
concerns) with regards to the proposed development; (iv) giving the stakeholders feedback on
process findings and recommendations; and (v) ensuring compliance to process requirements
with regards to the environmental and related legislation. The IEE includes the activities
undertaken during project design to engage the stakeholders, and planned information
disclosure measures and processes for carrying out consultation with affected people and
facilitating their participation during project implementation.
13.
The subproject’s grievance redress mechanism provides the citizens with a platform,
and describes the informal and formal channels, time frame, and mechanisms for resolving
complaints about environmental performance.
14.
Therefore, as per ADB SPS, the subproject is classified as environmental category B
and does not require further environmental impact assessment. As per Indian laws, the
proposed subproject does not require an environmental clearance.
I.
INTRODUCTION
1.
The Economic Reconstruction Agency (ERA) has undertaken the Jammu and Kashmir
Urban Sector Development Investment Program (JKUSDIP), financed by the Asian
Development Bank (ADB) through a multitranche financing facility (MFF). The total estimated
cost of the program is about $485 million, out of which $300 million will be financed by ADB.
The primary objective of JKUSDIP is to promote economic development in the State of Jammu
and Kashmir (J and K) through expansion of basic services such as water supply, sewerage,
sanitation, drainage, solid waste management, urban transport, and other municipal functions in
Jammu, Srinagar, and other important urban centers of the state. JKUSDIP will also strengthen
the service delivery capacity of the responsible state urban agencies and urban local bodies
through management reform, capacity building, and training.
2.
The program is to be implemented in 4–7 tranches over a period of 8 years. Each
tranche constitutes a separate loan. Tranche I (project 1) of JKUSDIP (Loan 2331–IND) is under
implementation. One of the subprojects identified under tranche 2 (project 2) of JKUSDIP is the
construction of an elevated expressway corridor (flyover) from Jehangir Chowk to RambaghNatipora to improve the urban transportation system.
3.
The major objectives of constructing the expressway corridor are: (i) decongestion of
traffic on the road junctions from Jehangir Chowk to Rambagh-Natipora; (ii) quick access to the
airport from the city center; and (iii) improved long-term traffic management in Srinagar City.
The proposed flyover is expected to have the following benefits:
(i)
(ii)
(iii)
(iv)
(v)
(vi)
immediate positive impact on the area by significantly reducing the number of
vehicles passing through the area by approximately 58% (as per traffic surveys)
from the current number of 11,686 vehicles per 12-hour period;
reduction of traffic, which is expected to reduce the number of accidents and
potential conflicts that occur within the area, thus saving human life as well as the
economy of the region;
reduced traffic also resulting in land gains which can be utilized to enhance the
pedestrian space and increase pedestrian amenity;
improvement and increase in size of pedestrian sidewalks and footpaths, as well
as general urban design elements to create an environment that is conducive to
pedestrian activity;
reduced traffic congestion, conflicts, and land gains resulting in a safer and more
efficient circulation of traffic; and
future development and events will have better access to and from the city.
4.
The legal framework and principles adopted for addressing environmental issues in the
proposed subproject have been guided by the existing legislation and policies of the
Government of India, Government of Jammu and Kashmir, ADB, and the environmental
assessment review framework (EARF) adopted for tranche 2 of JKUSDIP. ADB requires the
consideration of environmental issues in all aspects of its operations, and the requirements for
environmental assessment are described in ADB’s Safeguard Policy Statement (SPS), 2009.
According to the SPS, environmental assessment is required for all subprojects under a MFF
modality.
5.
An environmental assessment using ADB’s Rapid Environmental Assessment (REA)
Checklist for Roads and Highways (Appendix 1) was conducted for the proposed construction of
2
an elevated expressway corridor (flyover) from Jehangir Chowk to Rambagh and Natipora,
which covers about 2.41 km, comprised of (i) a dual carriageway (inbound and outbound), each
of 7.5 m in width; and (ii) two-lane split roads on either side of the flyover. Results of the
assessment show that the proposed development is unlikely to cause significant adverse
impacts. Thus, this initial environmental examination (IEE) report has been prepared in
accordance with ADB SPS’s requirements for environment category B projects.
6.
The IEE has been prepared to meet the following objectives:
(i)
to provide critical facts, significant findings, and recommended actions;
(ii)
to present the national and local legal and institutional framework within which the
environmental assessment has been carried out;
(iii)
to provide information on the existing geographic, ecological, social, and temporal
context, including associated facilities within the subproject’s area of influence;
(iv)
to assess the subproject’s likely positive and negative, direct and indirect impacts to
physical, biological, socioeconomic, and physical cultural resources in the
subproject’s area of influence;
(v)
to identify mitigation measures and any residual negative impacts that cannot be
mitigated;
(vi)
to describe the process undertaken during project design to engage stakeholders
and the planned information disclosure measures, and the process for carrying out
consultation with affected people and facilitating their participation during project
implementation;
(vii)
to describe the subproject’s grievance redress mechanism for resolving complaints
about environmental performance;
(viii) to present the set of mitigation measures to be undertaken to avoid, reduce, mitigate,
or compensate for adverse environmental impacts;
(ix)
to describe the monitoring measures and reporting procedures to ensure early
detection of conditions that necessitate particular mitigation measures; and
(x)
to identify who is responsible for carrying out the mitigation and monitoring
measures.
II.
A.
POLICY, LEGAL, AND ADMINISTRATIVE FRAMEWORK
ADB Policy
7.
ADB requires the consideration of environmental issues in all aspects of ADB’s
operations, and the requirements for environmental assessment are described in ADB’s SPS,
2009. This states that ADB requires environmental assessment of all project loans, program
loans, sector loans, sector development program loans, loans involving financial intermediaries,
and private sector loans.
8.
Screening and categorization. The nature of the environmental assessment required
for a project depends on the significance of its environmental impacts, which are related to the
type and location of the project, the sensitivity, scale, nature, and magnitude of its potential
impacts, and the availability of cost-effective mitigation measures. Projects are screened for
their expected environmental impacts and are assigned to one of the following four categories:
(i)
(ii)
Category A. Projects could have significant adverse environmental impacts. An
EIA is required to address significant impacts.
Category B. Projects could have some adverse environmental impacts, but of
lesser degree or significance than those in category A. An IEE is required to
3
(iii)
(iv)
determine whether significant environmental impacts warranting an EIA are likely.
If an EIA is not needed, the IEE is regarded as the final environmental assessment
report.
Category C. Projects are unlikely to have adverse environmental impacts. No EIA
or IEE is required, although environmental implications are reviewed.
Category FI. Projects involve a credit line through a financial intermediary or an
equity investment in a financial intermediary. The financial intermediary must apply
an environmental management system, unless all projects will result in insignificant
impacts.
9.
Environmental management plan. An EMP, which addresses the potential impacts
and risks identified by the environmental assessment, shall be prepared. The level of detail and
complexity of the EMP and the priority of the identified measures and actions will be
commensurate with the project’s impact and risks.
10.
Public disclosure. ADB will post the following safeguard documents on its website so
affected people, other stakeholders, and the general public can provide meaningful inputs into
the project design and implementation:
(i)
(ii)
(iii)
B.
For environmental category A projects, draft EIA report at least 120 days before
Board consideration;
Final or updated EIA and/or IEE upon receipt; and
environmental monitoring reports submitted by PMU during project implementation
upon receipt.
National and State Laws
11.
The implementation of the subprojects will be governed by Government of India (GoI)
and State of Jammu and Kashmir environmental acts, rules, regulations, and standards. These
regulations impose restrictions on the activities to minimize and mitigate likely impacts on the
environment. It is the responsibility of the project executing and implementing agencies to
ensure subprojects are consistent with the legal framework, whether national, state, or
municipal/local. Compliance is required in all stages of the subproject including design,
construction, and operation and maintenance.
12.
EIA Notification. The GoI EIA Notification of 2006 and 2009 (replacing the EIA
Notification of 1994) sets out the requirement for environmental assessment in India. This states
that environmental clearance (EC) is required for specified activities/projects, and this must be
obtained before any construction work or land preparation (except land acquisition) may
commence. Projects are categorized as A or B depending on the scale of the project and the
nature of its impacts. Category A projects require environmental clearance from the National
Ministry of Environment and Forests (MoEF). Category B projects require environmental
clearance from the State Environment Impact Assessment Authority (SEIAA). The proposed
subproject is not listed in the EIA Notification of 2006 ―Schedule of Projects Requiring Prior
Environmental Clearance‖; thus, EC is not required.
13.
Water (Prevention and Control of Pollution) Act of 1974, Rules of 1975, and
Amendments. Control of water pollution is achieved through administering conditions imposed
in consent issued under provision of the Water (Prevention and Control of Pollution) Act, 1974.
These conditions regulate the quality and quantity of effluent, the location of discharge, and the
frequency of monitoring of effluents. Any component of the project having potential to generate
4
sewage or trade effluent will come under the purview of this act, its rules, and amendments.
Such projects have to obtain consent to establish (CTE) under section 25/26 of the act from the
State Pollution Control Board (SPCB) before implementation, and consent to operate (CTO)
before commissioning. The Water Act also requires the occupier of such subprojects to take
measures for abating the possible pollution of receiving water bodies. The subproject is not
included in the lists of activities requiring CTE and CTO under the Water Act. However, the
following construction plants shall require CTE and CTO from SPCB for hot mix plants, wet mix
plants, stone crushers, etc., if installed for construction. Emissions and discharges shall comply
with standards notified by the Central Pollution Control Board.
14.
Air (Prevention and Control of Pollution) Act of 1981, as amended. The subprojects
having potential to emit air pollutants into the atmosphere have to obtain CTE under section 21
of the Air (Prevention and Control of Pollution) Act of 1981 from SPCB before implementation,
and CTO before commissioning the project. The occupier of the project/facility has the
responsibility to adopt necessary air pollution control measures for abating air pollution. The
following require CFE and CFO from SPCB: (i) diesel generators; and (ii) hot mix plants, wet
mix plants, stone crushers, etc., if installed for construction. Emissions and discharges shall
comply with standards notified by the Central Pollution Control Board.
15.
Ancient Monuments and Archaeological Sites and Remains Rules of 1959 and J
and K Ancient Monuments Preservation (Amendment) Act of 2010. The act and rules
designate areas within a radius of 100 m from the ―protected property‖ as ―prohibited area‖ and
up to 200 m from the boundary of the protected area as ―regulated area.‖ No development
activity (including mining operations and construction) is permitted in the ―prohibited area,‖ and
all development activities likely to damage the protected property are not permitted in the
―regulated area‖ without prior permission of the Archaeological Survey of India (ASI). Protected
property includes the site, remains, and monuments protected by ASI or the State Department
of Archaeology. Some archaeological, historical monuments and religious places like Burzhama
archaeological site, historical Jamia Masjid, Pathar Masjid, Hazratbal Shrine, and Chati
Padshahi Gurudwara are located in Srinagar City. However, the location of the subproject site is
beyond the prohibited and regulated areas.
16.
Jammu and Kashmir Preservation of Specified Trees Act of 1969 and Rules of
1969. If cutting of scheduled trees is required during preparation of sites, permission will be
obtained by ERA from the sericulture/revenue department prior to commencement of
construction works.
17.
Building and Other Construction Workers (Regulation of Employment and
Conditions of service) Act of 1996 and Rules 1998. The Government of India has enacted
this act, which is also applicable to the state of J and K. This act applies to all the building and
other construction activities to which the provisions of Factories Act, 1948 and Mines Act, 1952
do not apply. The state government, in pursuance of this act, has constituted a welfare board of
building and other construction workers. This law aims to provide for regulation of employment
and conditions of service of the building and other construction workers, as well as for safety,
health, and welfare measures in every establishment which employs 10 or more workers. This
act provides for registration of each establishment within a period of 60 days from the
commencement of work and registration of building workers as beneficiaries under this act.
Compliance to provisions of health and safety measures for the construction workers is in
conformity with International Labour Organization (ILO) convention no.167 concerning safety
and health in construction. The contractors engaged for execution of the subproject shall comply
with the provisions of this act.
5
18.
The summary of environmental regulations and mandatory requirements for the
proposed subproject is shown in Table 1.
Table 1: Applicable Environmental Regulations
Applicability of Acts/Guidelines
The EIA Notification, 2006 (and its subsequent
amendments in 2009) provides for categorization of
projects into category A and B, based on extent of
impact.
The Wildlife Conservation Act, 1972, as amended, and J
and K Wildlife (Protection) Act 1978, as amended,
provide for the protection and management of protected
areas.
The Ancient Monuments and Archaeological Sites and
Remains Act, 1958, and the rules, 1959 provide
guidance for carrying out activities, including
conservation, construction, and reuse in and around the
protected monuments.
Water (Prevention and Control of Pollution) Act, 1974, as
amended; Air (Prevention and Control of Pollution) Act,
1981, as amended
The Jammu And Kashmir Preservation of Specified
Trees Act, 1969
Building and Other Construction Workers (Regulation of
Employment and Conditions of Service) Act of 1996 and
Rules 1998 provide for regulation of employment and
conditions of service of the building and other
construction workers, as well as for safety, health, and
welfare measures in every establishment which employs
10 or more workers.
III.
A.
Compliance Criteria
The subproject is not covered in the ambit of the EIA
notification as this is not covered either under category A
or category B of the notification. As a result, the
categorization, and the subsequent environmental
assessment and clearance requirements, either from the
state or the government, is not triggered.
Clearance from state and national wildlife boards,
Central Empowered Committee of Honorable Supreme
Court of India, and the State Wildlife Department, as
applicable.
The Wildlife Protection Act is not applicable to the
proposed subproject.
Permission from the Archeological Survey of India for
carrying out any construction activities within the ancient
monuments and archeologically protected sites.
The subproject area does not fall within and is not
situated close to any such site of archeological
importance.
Consent to establish (CTE) and consent to operate
(CTO) from the JK SPCB for setting up of hot mix plants,
wet mix plants, stone crushers, and diesel generators to
be obtained by the contractor, prior to construction
Permission from sericulture/forest/revenue department/
concerned deputy commissioner for the scheduled
species such as chinar (Plantinus orientalis) and
mulberry (Morus sp.)
Registration of each establishment within a period of 60
days from the commencement of work, and registration
of building workers as beneficiaries under this act
Compliance to provisions of health and safety measures
for the construction workers is in conformity with ILO
convention no.167 concerning safety and health in
construction.
DESCRIPTION OF THE PROJECT
Existing Condition
19.
The present system of transportation in Srinagar City is highly inadequate, with the area
covered by transportation being only 3% against 10%–14% in metro cities. The length of roads
above 12 m in width is approximately 233 km, but the conditions of these roads are below
desirable standards. Traffic flows at different locations are observed beyond the capacity of the
existing roads, thereby reducing the level of service on the road and causing congestion.
20.
All major government, commercial and transport terminals are located in the central
business district (CBD). The CBD extends from Dal Gate to Batamaloo and passes through
Jehangir Chowk. Airport Road meets this road perpendicularly at Jehangir Chowk. The location
of the High Court and the Secretariat on the west of Jehangir Chowk makes this intersection a
very important hub. Apart from smaller bus stands scattered all over the city, the main bus
terminal and several taxi and auto stands are located in the CDB. Several schools and colleges
6
are also located in the CBD and its vicinity. Even though the roads have been widened to their
maximum possible extent (i.e., from four to six lanes at different locations), the number of
conflicting usages and the high vehicular and pedestrian volumes still result in considerable
congestion and delays to pedestrians and vehicles. The high levels of traffic and the lack of
suitable pedestrian space result in congested pedestrian walkways and overflow onto the road.
21.
The Srinagar-bound traffic from Jammu and the southern part of the valley enters the
city from Sonwar side (the east) through Srinagar bypass, Natipora Road, or the Airport Road to
reach the CBD area. Congestion at Airport Road is caused by traffic to and from the airport and
other areas like Hyderpora, Sanat Nagar, Rawalpora, Hazratbal, and Nishat; and along Dal
Gate, J.K Bank, Radio Kashmir, and Bakshi Stadium intersections.
22.
The road corridor also has frequent VIP movement. To allow the VIP traffic to go
through, civilian traffic movement is stopped for half an hour or so.
23.
The number of conflicting usages and the high vehicular and pedestrian volumes act as
barriers to the redevelopment and growth of the area. The fragmentation of activities, in
particular the public transport ranks, is not an efficient, convenient, and safe operation. This has
resulted in inefficient use of valuable land in a prime location within the city. This inefficient use
of land also inhibits the development and growth of the area. Lack of defined and dedicated
commercial space to cater to demand results in businesses operating in undesirable locations,
exacerbating problems of congestion and urban degradation.
24.
The proposed subproject is part of the long-term plan of the state government to improve
urban transport facilities in the city. The BRT, widening of roads, and improved mobility plan
would require more land acquisition, resulting in increased resettlement impacts. The existing
road carriageway has been widened to the maximum possible limits at critical points on the
road. Considering the existing traffic demand and future growth of traffic, there is need for a
grade-separated facility on this road. Hence, a flyover has been proposed from Jehangir Chowk
to Rambagh and Natipora along Airport Road.
B.
Proposed Subproject and Components
25.
The subproject area is located on the southern part of Srinagar City (Figure 1). The
major objectives of constructing the expressway corridor are:
(i)
decongestion of traffic on the road junctions from Jehangir Chowk to RambaghNatipora;
(ii)
quick access to the airport from the city center; and
(iii)
improved long-term traffic management in Srinagar City.
26. The proposed flyover is expected to have the following benefits:
(i)
immediate positive impact on the area by significantly reducing the number of
vehicles passing through the area by approximately 58% (as per traffic surveys),
from the current number of 11,686 vehicles per 12-hour period;
(ii)
reduction of traffic, which is expected to reduce the number of accidents and
potential conflicts that occur with the area, thus saving human life as well as the
economy of the region;
(iii)
reduced traffic also resulting in land gains which can be utilized to enhance the
pedestrian space and increase pedestrian amenity;
7
(iv)
(v)
(vi)
improvement and increase in size of pedestrian sidewalks and footpaths, as well as
general urban design elements to create an environment that is conducive to
pedestrian activity;
reduced traffic congestion, conflicts, and land gains resulting in a safer and more
efficient circulation of traffic; and
future development and events will have better access to and from the city.
27.
The proposed flyover is planned to start from Jehangir Chowk and pass along Airport
Road, passing landmark places like Iqra Masjid, Dr. Sir Mohammad Iqbal Park, Bakshi Stadium
(none of these is an ASI or state-protected site/monument), and Rambagh Bridge over the flood
channel, terminating at Rambagh after Natipora Y-junction on Airport Road. The proposed
flyover will pass through congested commercial establishments on both sides of the road, which
include shops, malls, industrial establishments, schools, religious places, parks, offices
(government and private), and residences.
28.
The construction of the expressway (flyover) will use a pile/well foundation, framed
substructure and precast, and prestressed superstructure. It will have footpaths and crash
barriers on both sides, and entry and exit ramps at appropriate intersections as well as both
ends to integrate the merging and diverging traffic. Approach ramps are of reinforced earth
(RE).
29.
The construction is designed with a pile/well foundation, with a view to minimize the
collateral damage to the existing buildings/bridge on both sides of the flyover, and a framed
substructure to minimize use of concrete, as well as to minimize the seismic effect. Precast,
prestressed superstructure will help in taking the construction activity to uninhabited areas, thus
providing relief to inhabited areas on both sides of the flyover, while also reducing concrete
quantity. For road safety, footpaths, crash barriers, and an adequate number of signposts have
been provided as per codal provisions. Entry and exit ramps at appropriate locations help in
integration of traffic along the sides and also at the ends of the flyover. Reinforced earth
approach ramps are ecofriendly, and give substantial land gain advantages. Construction period
is likely to be 36 months from the start of work, scheduled for 30 September 2012.
30.
Table 2 shows the components of the subproject. The descriptions shown are based on
the present proposals, which are expected to be substantially correct, although certain details
may change as the subproject progresses.
Table 2: Description of the Proposed Elevated Expressway Corridor in Srinagar City
Component
General
Function
Reduction of traffic
congestion over the
existing road
Description
Elevated expressway corridor
(flyover) with dual carriageway,
each 7.5 m in width and 2.41 km
in length
Two-lane split roads on either
side of flyover
Four-lane divided elevated
carriageway
An upward ramp at
Jehangir Chowk
To increase the
carriageway width for
traffic with least
acquisition on either
side of the existing
road.
For diverting traffic
from Jehangir Chowk
Elevated expressway corridor
(flyover) with dual carriageway,
each 7.5 m in width and 2.41 km
in length. Two-lane split roads on
either side of flyover
Ramp is provided to lift the traffic
towards Rambagh.
Location
The length of the
corridor is about 2.41
km. The take-off point
is Jehangir Chowk, and
it terminates beyond Y
junction at NatiporaAirport Road crossing.
Jehangir Chowk to
Rambagh Bridge
Jehangir Chowk
8
Component
A downward ramp at
Jehangir Chowk
A left turn upward ramp
A left downward ramp
Two major bridges, each of
two-lane carriage way
Upward ramp
Downward ramp towards
Natipora
Two-lane downward ramp
towards Barzulla Airport
Road
Provision of street lighting
1.5 m wide drain-cumfootpath on both sides
Function
via flyover to
Rambagh
Leading traffic from
flyover to other city
centres like
Batamaloo, Lal
Chowk, etc.
For diverting traffic
from Jawahar Nagar
to Rambagh via
flyover to avoid
congestion at Tulsi
Bagh crossing.
For traffic coming
from Rambagh
towards Jawahar
Nagar via flyover to
avoid congestion at
Tulsi Bagh crossing.
For movement of
vehicular traffic from
both sides of the
flyover and to reduce
the load on the
existing Rambagh
Bridge.
For upward
movement of traffic
coming from Airport
Road or from
Chanapora
For downward
movement of the
traffic coming from
Jehangir Chowk
For downward
movement of the
traffic coming from
Jehangir Chowk. An
extension (downward
ramp) has been
provided towards
Airport Road to avoid
the congestion of
traffic at the
interception of
Rambagh Chowk.
To make movement
of traffic possible
during night hours
also
For collection of
storm water and path
for pedestrian
movement
Description
To lead the traffic coming via
flyover from Rambagh
An extension is provided to
flyover on the left side with an
upward ramp so as to divert
traffic towards Rambagh without
any traffic congestion at the Tulsi
Bagh crossing.
An extension is provided to
flyover on the left side so as to
divert traffic towards Lal Chowk
or to downtown area via Zero
Bridge to avoid chaos in the
Jehangir Chowk area.
Two bridges have been provided
on either side of the existing
Rambagh Bridge parallel to each
other for to and fro movement of
traffic on the flyover.
An upward ramp withR7.5m
carriageway width starting at YJunction is provided to lift the
traffic coming from Airport road or
from Chanapora.
A downward ramp with 7.5 m
carriageway width to lead the
traffic coming from Jehangir
Chowk
Extension of elevated
expressway corridor (flyover) with
dual carriageway, each about 7.5
m in width and 20 m length up to
Barzulla Bridge, with ramp for
downward movement of the traffic
coming from Jehangir Chowk.
Both sides
1.5 m wide drain-cum-footpath
Location
Jehangir Chowk
Bakshi Stadium Chowk
Bakshi Stadium Chowk
Over flood spill channel
at Rambagh on either
side of existing bridge
Right-hand side (RHS)
starting from Natipora
Y-Junction.
Left-hand side (LHS)
from Natipora YJunction
Rambagh Bridge to
Barzulla Bridge on
Airport Road
Jehangir Chowk to
Rambagh Bridge
Both sides from
Jehangir Chowk to
Rambagh.
31.
The design of the flyover is according to the Indian Road Congress IRC Codes, Ministry
of Road Transport and Highways (MoRTH) specifications, and other relevant codes. The main
design features are summarized in Table 3 below.
9
Table 3: Design Features of the Subproject
Design feature
Total length
Carriageway width
Vertical clearance
Loading
Seismic zone
Cross-sections
Span arrangement
Superstructure
Description
2,410 m
7.5 m
5.5 m
2
Two lanes of IRC Class – A or single lane of 70R
Zone V
Two carriageways with two lanes configuration
One continuous module of four spans, with a length of 84.2 m
Precast prestressed concrete girders with monolithic reinforced cement
concrete (RCC) deck slab over the girders for general sections, and for
individual carriageways and ramp sections, prestressed concrete deck
slabs have been proposed.
Pile foundation of 1 m-diameter piles
50 years
Foundation
Life span of subproject
IRC = Indian Road Congress; RCC = reinforced cement concrete
C.
Implementation Schedule
32. The implementation schedule of the subproject is given in Table 4 below:
Table 4: Implementation Schedule of the Subproject
Procurement Activity
Tentative Time Schedule
Resettlement Activities
ADB approval of bid documents
31 January 2012
Invitation to bid
10 February 2012
Completion of EA’s technical
evaluation
Completion of EA’s financial
evaluation
Commencement of work
30 April 2012
Relocation of about 40 shopkeepers
30 June 2012
Relocation of about 50 shopkeepers
30 September 2012
Completion of relocation of all the
remaining shopkeepers
Completion of work
30 September 2015
D.
Alternatives of Proposed Subproject
2
Indian Road Congress (IRC) has evolved standards for bridges commensurate with traffic needs on the Indian
highway system. These loadings were introduced for the first time in India in 1939, and at that time, were of two
types—IRC standard loading and other IRC heavy loading—both consisting of distributed load and knife-edge load.
The IRC standard loading consisted of a uniformly distributed load of 1.13 tons per linear meter of each traffic lane,
plus a knife-edge load of 6 tons for computing bending moment and 9 tons for computing sheer force. The IRC
heavy loading was similar to the first, the only difference being that the uniformly distributed load was increased by
0.8 tons/m and the knife-edge loads were increased by 1 ton each. In 1958, these loadings were replaced by a set
of wheel load trains known as the IRC Class AA, Class A, and Class B loading. In 1966, an additional loading
known as class 70-R was introduced by making certain modifications to the already existing Class AA, hence the
―R‖ added, meaning revised. Class 70 R and Class AA loading specify a 70-ton tracked vehicle with only slight
differences in the length of the loaded area. Thus, although the vehicles are practically identical with the same total
load, the minimum spacing between vehicles specified for the two load classes are very different: for class 70 R it
is 30 m, and for class AA it is 90 m.
Under Class 70R, in case of wheeled vehicles the latest loading consists of a 100 tonnes trailer combination. With the
introduction of this revised load classification, the road authorities in the country have prescribed this new class 70 R loading also for
road bridges on all important routes such as National Highways. For multilane bridges and culverts, one train of Class 70R tracked
or wheeled vehicles whichever creates severer conditions should be considered for every two traffic lane widths.
10
33. The following alternatives have been considered for the proposed subproject:
(i)
(ii)
(iii)
(iv)
Option 1 - Do nothing – This will not address the underlying problem of traffic
congestion and conflicts between vehicles and pedestrians.
Option 2 - Do minimum – This option involves grade improvements to improve
safety, but still does not address the underlying problem of traffic congestion.
Option 3 - Route alignment options. These were discounted, as the impacts on
existing buildings and traffic flows at different locations were observed to be
beyond the capacity of the existing roads.
Option 4 - Current preferred option. This offers the best, most balanced solution
by providing the desired outcomes with least impacts on environment and
minimum land acquisition.
11
Figure 1: Map Showing the Location of the Subproject (Marked Red) and Other Major Road Networks of Srinagar City
(Marked Green)
12
IV.
A.
DESCRIPTION OF THE ENVIRONMENT
Physical Resources
1.
Administrative Boundaries
34.
The subproject sites are located in the built-up area of Srinagar City. Srinagar, the
summer capital of Jammu and Kashmir, is situated at an average altitude of 1,600 m above
mean sea level (MSL) and located in the heart of the oval-shaped valley of Kashmir. Srinagar
City is situated around 34 05’ N latitude and 74 56’ E longitudes. It is well connected by air and
road.
2.
Topography, Drainage, and Natural Hazards
35.
Topography. The subproject area stretches from southwest to northwest in the
city of Srinagar. Physiographically, it constitutes a part of the flood plain of Jhelum, which is
largely flat and featureless with subrecent alluvial deposits. The topography shows gentle
terrain slope from east to west. General elevation of the subproject corridor varies between
1,585 m and 1, 590 m above msl.
36.
Drainage. Srinagar City is located on flatter terrain. Therefore, the drainage
system of the city relies on a lift system through drainage pumping stations, which lift storm
water from wet wells and discharge it into the adjoining water bodies. Majority of the drains
are covered with RCC slabs, with manholes provided at suitable intervals to facilitate
maintenance of the drainage system. The city has about 65 drainage pumping stations.
37.
As per the storm water drainage master plan, Srinagar City is divided into three
drainage zones. The details of the drainage zones are as follows:
(i) Zone I: This zone includes areas from Pampore to Gaw kadal, Dalgate to Nehru Park,
civil line areas, Raj Bagh, Jawahar Nagar to Alochi Bagh, and areas across the flood
spill channel, including Ram Bagh, Natipora, Barzulla, etc. The subproject location
falls within this zone.
(ii) Zone II: The zone includes areas from Amira Kadal to Parimpora/Shallateng,
including new and old sections of Batamalloo, Bemina, Nawa Kadal, Nawa Bazaar
and Safa Kadal, etc.
(iii) Zone III: This zone includes areas from Dalgate to Noorbagh on one side and Dalgate
to Naseem Bagh, and areas around Iddgah, Nowshera, Ali Jan Road, Soura,
Buchpora, etc.
38. There are about 50 existing drainage schemes with about 119 km of primary and secondary
storm water drains. In addition to such drains, there are substantial lengths of tertiary drains
or deep drains. The list of existing drainage schemes is given in Table 5 below:
Table 5: Zonal List of Drainage Schemes in Srinagar City
Sr. no
Storm water drainage zone 1:
Name of Drainage Scheme
Length of
Drain (m)
13
Sr. no
Name of Drainage Scheme
Length of
Drain (m)
2,016
1
Old Barzula
2
Rajbagh
8,889
3
Ikhrajpura, Lal Mandi, Jawahar Nagar, and Iqbal Park
5,414
4
Polytechnic
3,939
5
Saria Balla
966
6
Solina
998
7
Sonwar Bagh; dewatering station
1,180
8
Pandrathan; dewatering station
2,200
9
Rawal Pora; dewatering station
4,695
10
Nowgam, Methan, and Gulshan Nagar
11
Barzulla; dewatering station
10,367
12
Natipora; dewatering station
1,945
13
Budshah Nagar
1,617
14
Chanapora
7,116
15
NH Bypass
2,225
16
Rambagh area
563
17
Kacherpora
550
582
Storm water drainage zone II:
18
Syed Hamidpura, Nawab Bazar, and Jamallatta
2,541
19
Chotta Bazar and Guru Bazar
1,198
20
Daresh Kadal, Zampa Kadal, Kaka Saria, and Karan Nagar
1,110
21
Batmaloo, Nursing Garh, Bal Garden, and Shutrashahi
4,678
22
Green sewer
1,960
Storm water drainage zone III:
23
Bahao-u-deen Sahib
700
24
Imptts to Nallah Maar
4,538
25
Khanyar
3,670
26
Hawal, Alamgari Bazar, and Mureed Pura
3,335
27
Budoo Bagh
28
Bhagwanpora and Noor Bagh
1,647
29
Brari Nambal
1,190
30
Iddgah, Ganderpora, Laigar Doori, and Saidpaora
1,225
555
14
Sr. no
Name of Drainage Scheme
Length of
Drain (m)
1,204
31
Rathpora
32
Interior Dana Mazar
33
Shaheen Colony Guzarbal Noorbagh
34
Zoonimar
885
35
Jamia Masjid
400
36
Soura, Buchpora,Vicharnag, and its adjoining schemes
6,709
37
Lal Bazar and Qurershi Mohalla/Bota Kadal
3,647
38
Zahidpora Hawal
1,095
39
Bishember Nagar
2,650
40
Mandir Bagh and adjoining drains
41
Rattan Rani
1,100
42
Dewatering station of Shora Khan
4,950
43
Dewatering station of Court Road
1,530
44
Dewatering station of Abi Guzer
1,085
45
Golf Course Dewatering Station
1,805
46
Dewatering station of Khidmat Press
840
47
Barber Shah; dewatering station
738
48
Sonwar; dewatering station of Davis
2,790
49
Shah Mohalla and Awanta Bhawan
769
50
Bilal Colony
347
390
1,130
990
Total
118,663
39.
Storm water drainage pumping stations. Three types of drainage schemes using lift,
gravity, and lift-cum-gravity systems exist in the city. There are approximately 89 drainage
pumping stations in Srinagar City, with 69 permanent and temporary dewatering stations and a
few mobile units which are being utilized during flash floods in various areas. Zonal details of the
drainage pumping stations are given in Table 6 below.
Table 6: Existing Storm Water Drainage Pumping Stations in Srinagar City
Area
Number of Pumping Stations
Lift
Gravity
Lift/Gravity
Total
Zone I
17
2
4
23
Zone II
14
3
16
33
Zone III
5
13
7
25
15
Area
S&D-I
Total
Number of Pumping Stations
Lift
Gravity
Lift/Gravity
Total
2
3
3
8
38
21
30
89
40.
Natural hazards. The Indian subcontinent has a history of devastating earthquakes. The
major reason for the high frequency and intensity of the earthquakes is that India is driving into
Asia at a rate of approximately 47 mm/year. Geographical statistics of India show that almost
54% of the land is vulnerable to earthquakes. The latest version of the seismic zoning map of
India given in the earthquake resistant design code of India (IS 1893 Part 1, 2002) assigns four
levels of seismicity for India. In other words, the earthquake zoning map of India divides India
into four seismic zones (Zone 2, 3, 4, and 5), unlike its previous version which consisted of five
or six zones for the country. According to the present zoning map, Zone 5 expects the highest
level of seismicity, whereas Zone 2 has the lowest level of seismicity.
41.
The state of Jammu and Kashmir is the western most extension of the Himalayan
mountain range in India. Here it is comprised of the Pir Panjal, Zanskar, Karakoram, and Ladakh
ranges. The main boundary thrust (MBT) underlies the Pir Panjal Range and is known as the
Panjal thrust in the region. The Zanskar ranges, which are part of the Great Himalayan range,
are underlain by the Zanskar thrust. The Kashmir Valley lies between the Pir Panjal and the
Zanskar thrusts, making it very vulnerable to earthquakes. Other northern parts of Jammu and
Kashmir are heavily faulted. Along the Zanskar and Ladakh ranges runs a northwest (NW) to
southeast (SE) trending strike-slip fault, the longest in the Jammu and Kashmir area. Apart from
routine small tremors, moderate to large earthquakes have hit nearly all parts of the state.
However, it must be stated that proximity to faults does not necessarily translate into a higher
hazard as compared to areas located farther away, as damage from earthquakes depends on
numerous factors such as subsurface geology as well as adherence to building codes.
42.
The project is located in a seismically active part of Kashmir Valley. Keeping in view
the maximum credible earthquake magnitudes in the region, the site area is classified as Zone
V as per the Bureau of Indian standards (BIS) Code of Practice (IS-1893-2002). These
maximum credible earthquake magnitudes represent the largest earthquakes t h a t could
occur on the given fault, based on the current understanding of regional geotectonics.
43.
The earthquake zonation map of Jammu and Kashmir is shown in Figure 2 below:
16
Figure 2: Jammu and Kashmir Earthquake Zones
44.
Floods. The subproject area is located in the central business district, Srinagar, where
floods are not a regular phenomenon, owing to its topography and the presence of natural
drainage in the form of the river Jehlum and numerous water channels. The construction of the
Doodganga flood spill channel in 1904 by the then Maharaja relieved the strain on the Jhelum in
the city of Srinagar, thereby making the city safer from floods. This flood channel takes two-thirds
of the total flow from the river, thus helping the Jhelum regulate its water level while passing
through the city, and thus saving it from flooding
45.
Besides natural drainage, the subproject area is well knitted with a system of drains and
pumping stations which lift storm water from the drains and discharge it into the adjoining water
bodies. There are approximately 89 drainage pumping stations in Srinagar City, with 69
permanent or temporary dewatering stations and a few mobile units which are being utilized
during flash floods in various areas. Majority of the drains are covered with RCC slabs, with
manholes provided at suitable intervals to facilitate maintenance of the drainage system. As per
the storm water drainage master plan, Srinagar is divided into three drainage zones, with the
subproject area located in Zone I comprising areas from from Pampore to Gaw kadal, Dalgate to
Nehru Park, civil line areas, Raj Bagh, Jawahar Nagar to Alochi Bagh, and areas across the
17
flood spill channel, including Ram Bagh, Natipora, Barzulla, etc. In order to make the drainage
more efficient, different drainage projects have been proposed under Tranche 2 of JKUSDIP.
3.
Geology, Geomorphology, and Soils
46.
Geology and geomorphology. The geology of the territories of Jammu, Kashmir, and
Ladakh have been divided into three different structural zones: the Panjal, the Zanskar, and the
Tertiary Groups.
47.
These three geological divisions form the basis of the four physical divisions of the state.
The Panjal forms the outer plain, the outer hills, and the middle mountains. The Zankar includes
the whole of the eastern region, from Spiti and Lahol (32.170N. latitude) to the lofty Karakoram
mountains in the north. The Tertiary Groups include the valley of Kashmir and other river valleys.
48.
The oval valley of Kashmir is longitudinal. There is a high wall of mountains around the
valley that rise to a height of 5,500 m above sea level. The only outlet of the valley is Baramulla,
where the Jehlum flows out through a narrow gorge. The entire drainage of the valley of Kashmir
and its surrounding areas has only this outlet. In the north, Kashmir has many volcanic rock
formations. These are mostly stratified and several thousand meters thick. There are many
layers of sedimentary rock which found in Liddar Valley, Baramulla District, and the Banihal
Verinag section of the Pir Panjal range. Limestone and shale are common. The rock layers have
many fossils. Near Yarkand to the extreme north, shale has been found, showing that the region
was under the sea in the geological past.
49.
Soils. In the regions of Jammu and Kashmir, the soils are loamy, and there is little clay
content. Poor in lime but with a high content of magnesia, the soil is treated with chemical
fertilizers and enriched with green manure and legume before cultivation. There is sufficient
organic matter and nitrogen content in the alluvium of the Kashmir Valley as a result of plant
residue, crop stubble, natural vegetation, and animal excretion. The valley of Kashmir has many
types of soils like gurti (clay), bahil (loam), sekil (sandy), nambaal (peat), surzamin, lemb, floating
garden soils, and Karewa soils. No wonder then that in Kashmir, soil is virtually worshipped as a
miracle of divinity, as it is a source of the wealth of the land.
50.
The proposed alignment of the corridor is located within Srinagar District, which is
primarily comprised of old alluvium, down to great depths. These valley floor deposits along the
entire alignment came under a more recent period of geological formation. As such, the strata at
the proposed bridge location can broadly be categorized under natural alluvium/ water laid
deposits (alluvial deposits), which generally include silty-clay or clayey-silt types of soil in
intermixed layers with potential seams of fine to coarse sand. Such alluvial deposits are also
sometimes associated with a matrix of highly decomposed organic silt/peat in Kashmir Valley;
however, the subproject area has not been reported to have any such deposits.
4.
Climate
51.
The climate of Srinagar City, in general, is characterized by a temperate summer and
cold/mild winters. Annual rainfall in the city is less than 26 in, most of it in winter and spring. A
weather graph for Srinagar is shown in Figure 3 below.
18
Figure 3: Weather Graph of Srinagar
Note: These are average maximum and average minimum temperatures for Srinagar. The highest
temperature in Srinagar for the month is usually higher than the average maximum temperature. Similarly,
the lowest temperature in Srinagar for the month is usually lower than the average minimum temperature.
Source: Indian Meteorological Department.
52.
Temperature. June, July, and August are the hottest months, while December and
January are the coldest. The temperature varies from cold in winter, with minimum temperature
touching -3.7 °C, to mild hot in summers when the temperature shoots up to 30 °C. The mean
maximum and minimum temperatures (oC) recorded at the meteorological observatory
(Rambagh, Srinagar) in 2005–2010 are summarized in Table 7.
Table 7: Mean Maximum and Minimum Temperatures of Srinagar City
Jan
Feb
Mar
Apr
Year 2005
Max. temp. (°C)
7.5
6.5
14.7
20.7
o
Min. temp. ( C)
-0.3
0.7
5.3
7.1
Year 2006
Max. temp. (°C)
4.3
13.4
16
21.1
o
Min. temp. ( C)
-1.3
3.3
4.7
7.2
Year 2007
Max. temp. (°C)
10
12
14.7
25.6
o
Min. temp. ( C)
-2.5
2.9
3
8.9
Year 2008
Max. temp. (°C)
5.5
8.7
20
20.1
o
Min. temp. ( C)
-2.5
-1.4
5.3
7.7
Year 2010
Max. temp. (°C)
10.9
9.8
20.7
21.3
o
Min. temp. ( C)
-1.5
0.4
6.5
9.0
Source: Indian Meteorological Department, Srinagar.
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
21.8
9.9
29.3
14.4
28.9
18
30.4
16.9
29.3
13.7
22.7
5.8
15.8
-0.2
9.9
-3.3
28.2
13.3
27.6
14.7
30.9
19.3
28.7
18.3
25.9
12.3
22.9
8
15
3.5
8.4
0
25.5
11.9
27.8
16
29.8
17.8
30.1
17.8
27.3
13.3
24.1
3.9
17.1
-1.1
9.9
-2
25.6
11.5
29.6
18.3
29.9
19.1
29.5
17.8
26.5
11.3
22.7
11.1
25.7
13.5
28.9
17.7
28.5
18.8
26.6
13.3
23.8
7.3
18.6
2.2
11.3
-3.7
19
53.
Rainfall. The area experiences rainfall during winter and early summer from western
disturbances. The month’s total rainfall (MTR in mm) recorded at the meteorological observatory
at Rambagh, Srinagar in 2001–2010 is shown in Table 8.
Table 8: Rainfall Data of Srinagar (Month’s Total Rainfall in MM)
Months/
Jan
Feb
Mar
Apr
May
Years
2001
21.3
46.1
56
57
37
2002
35.5
105.8
105.1
77.7
47.3
2003
28.7
180
173.4
127.6
91.4
2004
79.2
38.1
9.6
145.4
86.6
2005
86.6
188.5
104.8
48.1
63.6
2006
134
63.3
48.2
52.7
26.3
2007
8.1
52.6
210.3
1.5
46.2
2008
76.3
105
9.4
81.5
52.3
2010
24.1
88.9
61.0
126.8
186.4
Source: Indian Meteorological Department, Srinagar.
Jun
52.8
82.2
20.4
36.7
8.3
33.9
50.9
24.7
45.3
Jul
Aug
80.8
16.8
97.9
58.3
115.5
103.3
54.9
33.1
69.8
67.8
75.3
19.8
62.3
15.6
171.3
47.4
65.3
132.1
Sep
33.5
54.5
62.4
12
16.8
93.3
14
22.5
16.9
Oct
Nov
Dec
15.9
8.2
8.7
61.3
18.6
15.3
0
-51.4
36
0
14.6
33.2
14.4
73.5
0
-2.0
18
8.9
59.4
12.5
0
72.2
15.9
-43.0
54.
Humidity. The humidity levels in the area are observed as being at a maximum of 95% in
the months of July and August and at a minimum of between 30% and 40% during December
and January. The mean relative humidity (MRH) recorded at the meteorological observatory at
Rambagh, Srinagar in 2006–2008 at 8:30 a.m. and 5:30 p.m., Indian Standard Time (IST), are
presented in Table 9 below.
Table 9: Monthly Relative Humidity of Srinagar City
Months
MRH 2006 (max
and min)
2007 (max and min)
2008 (max and min)
Jan
91
79
90
54
89
70
88
Feb
88
61
87
60
87
63
87
Mar
80
52
77
52
69
40
71
Apr
66
42
60
34
73
52
77
May
66
44
71
47
70
53
78
June
70
46
77
50
73
51
74
Jul
77
54
75
55
75
53
75
Aug
82
61
77
52
76
51
85
Sep
81
60
77
52
76
49
78
Oct
82
61
68
42
NA
NA
77
2010 * (max), 8:30
a.m.
* In 2010, only mean data at 8:30 a.m. available, Source: Indian Meteorological Department, Srinagar.
5.
Nov
89
68
81
53
NA
NA
85
Dec
80
74
87
65
NA
NA
90
Air Quality
55.
In the area along the proposed subproject, vehicular traffic is a major contributor to air
pollution. In order to establish ambient air quality in the subproject corridor, baseline data was
generated by the environmental monitoring laboratory of the Economic Reconstruction Agency
(ERA) in May-June 2011. The air quality data with respect to RSPM (PM10), SO2, and NO2 was
measured at specified sites along the subproject corridor, and the results are presented in Table
10 below.
Table 10: Ambient Air Quality Data at Various Locations in Subproject Area
S.No.
Location
RSPM
3
(PM10 )
3
(µg/m )
3
Parameters
SO2
3
(µg/m )
NO2
3
(µg/m )
PM2.5 will be provided later, as the equipment to measure it is not yet available. The requisite equipment shall be
procured by ERA and the baseline data shall be again generated for all parameters before start of work on the
proposed subproject.
20
S.No.
Location
1.
2.
3.
4.
Jehangir Chowk
Junction at Bakshi Stadium
Rambagh (Tulsi Bagh) adjacent to school for the blind
Natipora, adjacent to Zam Zam hotel complex
4
NAAQ Standards
RSPM
3
(PM10 )
3
(µg/m )
141.73
235.45
189.36
376.94
PM10= 100
Parameters
SO2
3
(µg/m )
8.01
9.31
8.23
6.93
80
NO2
3
(µg/m )
47.41
47.29
41.87
39.78
80
PM10= particulate matter below 10μ particle size; RSPM = respirable suspended particulate matter; SO2= sulfur dioxide; NO2=
nitrogen dioxide; NAAQS: National Ambient Air Quality Standards of Government of India.
56.
The results of the tests conclude that the values for Respirable Suspended Particulate
Matter (RSPM) are above the National Ambient Air Quality Standards (NAAQS) set by the CPCB
India. The primary reason for this is the heavy traffic in the vicinity of all the selected sites.
57.
The NAAQS were revised by Ministry of Environment and Forests, Government of India
on 16 September 2009, while the RSPM has been further divided into PM10 and PM2.5. The air
quality monitoring equipment presently available with J and K ERA can measure the total
particulate matter below 10µ particle size. However, separate values for PM10 and PM2.5 cannot
be determined. The requisite equipment shall be procured by ERA for separate measurement of
these parameters, and baseline data shall be generated before start of work on the proposed
subproject. Procurement of equipment for environmental monitoring laboratories of ERA shall be
an independent exercise, and shall not be a part of this subproject.
6.
Ambient Noise Levels
58. The proposed flyover will pass through a heavily built-up area with a mixed land use pattern
and a large number of commercial and residential establishments. Ambient noise levels
during daytime were measured by the environmental monitoring laboratory of ERA in MayJune 2011, in the subproject area, and the results are shown in Table 11.
Table 11: Ambient Noise Quality
S. No.
Location
1.
Jehangir Chowk
2.
Junction at Bakshi Stadium
3.
Rambagh (Tulsi Bagh) adjacent to
school for blind
Natipora, adjacent to Zam Zam hotel
complex
4.
Site type
Commercial
area
Commercial
area
Silence zone
Commercial
area
Day time
noise level
dB(A) Leq
81.85
Daytime Noise Quality
5
Standards (MoEF/CPCB)
(dB(A) Leq)
65
78.63
65
76.46
50
66.55
65
dB(A) Leq = the time-weighted average of the level of sound in decibels on scale A, which is relatable to human
hearing.
4
5
National Ambient Air Quality Standards (NAAQS), Government of India, published in Gazette of India, Extraordinary,
part II, section 3, subsection i vide no. G.S.R. 826(E), dated 16 September 2009.
Standards specified in the schedule of Noise Pollution (Regulation And Control) Rules, 2000 of Government of India.
The principal rules were published in the Gazette of India, vide S.O. 123(E), dated 14 February 2000 and
subsequently amended vide S.O. 1046(E), dated 22 November 2000, S.O. 1088(E), dated 11 October 2002, S.O.
1569 (E), dated 19 September 2006 and S.O. 50 (E) dated 11 January 2010 under the Environment (Protection) Act,
1986.
21
59.
The ambient noise levels along these sections are observed to be higher than the
permissible limits, and may be attributed to frequent traffic jams and blowing of horns. At these
locations, traffic volume is quite high and the areas are crowded with commercial and other
activities.
60.
The nighttime noise level data could not be generated owing to security reasons. Further,
the execution of the proposed subproject shall be done during daytime only, ruling out the
possibility of any noise generation at night. In case any work has to be carried out during
nighttime, then baseline data shall be generated prior to the start of any such work.
7.
Water Resources
i. Surface Water
61.
No water body is located in the vicinity of the subproject area, though the subproject
crosses the flood spill channel at Rambagh, which carries water during rainy season. The
Doodganga stream flowing through Barzulla is almost 150 m away from the terminating point of
the proposed flyover. However, Srinagar City in general has many water bodies, including Dal
Lake, which is a tourist attraction situated in the middle of the city away from the subproject site.
River Jhelum flows through the city, dividing it into two parts. Other important water bodies in and
around the city include Nagin Lake, Anchar Lake, Khushalsar, Gilsar, Hokersar (wetland), Telbal
Nallah, Dachigam Nallah, and Doodganga Nallah. The subproject is not expected to have any
impact on the surface water quality of the flood spill channel and Doodganga stream; however,
this surface water quality was analyzed in May-June 2011 by the environmental monitoring
laboratory of ERA, and is presented in Table 12.
Table 12: Surface Water Quality Baseline Data
Sampling Site
Rambagh flood
Upstream
spill channel
Downstream
Doodganga
Upstream a
stream
at
t Natipora
Natipora
and Downstream at
Barzulla
Barzulla
Temperature
o
C
pH
20.3
20.5
10.4
7.6
7.4
7.5
Conductivity
µS/cm
409
502
140
10.6
7.6
142
DO
mg/l
BOD
mg/l
TDS
mg/l
TSS
mg/l
Turbidity
(NTU)
8.13
3.06
8.4
25.0
30.0
1.8
307
336
120
132
312
188
9.8
14.6
22.3
8.0
1.6
132
180
24.2
Surface water standards (As per IS:2296)
Category A
8.5
6
2
500
Category B
8.5
5
3
Category C
8.5
4
3
1500
Category D
8.5
1000
4
Category E
8.5
2250
2100
DO = dissolved oxygen; BOD = biochemical oxygen demand; TDS = total dissolved solids; TSS = total suspended
o
solids; C = degree Celsius; μs/cm = micro Siemens per centimeter; mg/l = milligram per liter; NTU = Nephalo turbidity
units.
62.
It is clear that the water quality of the channel and the Doodganga stream is not fit for
drinking without treatment. Total suspended matter (TSS) and total dissolved solids (TDS) are
moderately high in the flood spill channel.
63.
As per water quality standards for various water classes based on use (i.e. class A, B, C,
D, and E), the water of Rambagh flood spill channel falls under category E and is suitable for
22
irrigation purposes only, while the water of Doodganga stream falls under category A/B/C and is
suitable for drinking purposes after conventional treatment, followed by disinfection.
ii.
Geohydrology and Groundwater
64.
The depth of the water table along the expressway corridor/flyover is reported to be
between 5 and 10 m. Public water supply is the major source of potable water for the settlements
throughout the subproject area. No tube wells fall in the corridor of impact of the subproject.
65.
The water table was measured inside the borehole with reference to the natural soil level
(NSL) on the day of field investigations, and was encountered at a relatively shallow depth at all
boring locations. A potential seasonal variation of ± 0.5 m may be expected. In view of this, there
is a prospect for seepage water to intrude on working areas during any open excavation below
NSL.
B.
Ecological Resources
66.
Terrestrial ecology and biodiversity. Since the subproject stretch is located within a
heavily built-up area of Srinagar City, no sensitive ecological areas are located along the
stretches of the subproject flyover/expressway.
67.
Forest areas and trees. The subproject is located within Srinagar City, and there is no
forest within or adjacent to the subproject corridor. However, a total of 497 trees are required to
be removed for the construction of the subproject. These trees mainly include chinar, poplar,
mulberry, ailanthus, robinia, ficus, and other ornamental plants. Both chinar and mulberry are
scheduled trees of the state, and shall require prior permission from the concerned authorities
before cutting. All possible efforts shall be made to avoid unnecessary cutting of these trees.
Permission has been taken up with the concerned authority. These trees are owned by state
government. Compensatory plantation at the ratio of 1:2 will be carried out after completion of
the subproject by any concerned state department, such as social forestry, horticulture, or
floriculture.
68.
site.
Wild fauna. No wild animals are reported, as there is no forest close to the subproject
69.
Rare or endangered species. No rare or endangered animal or plant species are
reported in the subproject impact zone. Only chinar and mulberry, which are in the impact zone,
are scheduled trees of the state and are not endangered.
70.
Protected area.
subproject area.
There is no protected area within or adjacent to the proposed
71.
Fisheries. The common fish species found in River Jhelum and other water bodies of the
city include mirror carp, scale carp, schizothorax, and trout. Commercial fishing is carried out in
Dal Lake and in some stretches of River Jhelum. No fishing activity has been observed in
Doodganga Nallah, located about 150 m away from the terminating point of the proposed flyover
at Barzulla. Therefore, no interference with fishery activities is envisaged.
23
C.
Economic Development
72.
Jammu and Kashmir's economy is predominantly dependent on agriculture and allied
activities. The Kashmir Valley is also known for its sericulture and cold-water fisheries. Wood
from Kashmir, popularly known as Kashmir willow, is used to make high-quality cricket bats.
Kashmiri saffron is also very famous and brings the state a handsome amount of foreign
exchange. Agricultural exports from Jammu and Kashmir include apples, barley, cherries, corn,
millet, oranges, rice, peaches, pears, saffron, sorghum, vegetables, and wheat, while
manufactured exports include handicrafts, rugs, and shawls.
73.
Horticulture plays a vital role in the economic development of the state. With an annual
turnover of over Rs. 300 crore, apart from foreign exchange of over Rs. 80 crore, this sector is
the next biggest source of income in the state’s economy. The region of Kashmir is known for its
horticulture industry and is the wealthiest region in the state. Horticultural produce from the state
includes apples, apricots, cherries, pears, plums, almonds, and walnuts.
74.
Land use pattern. As per the Master Plan for Srinagar (2001-2021), 27.70% of the area
of Srinagar City is developed (various types of construction), 5.4% is for defense use, 55.10% is
under agriculture, horticulture, and rocky land, and 11.66% is covered by water bodies and
floating gardens. The proposed subproject will be located within the urban city areas, and its
implementation will not require any change in the existing land use pattern, as the flyover will be
in the same area as an existing road network. The broad land uses of local areas in Srinagar are
summarized in Table 13 below.
Table 13: Broad Land Uses of Srinagar Local Area
Sl.No.
1
2
3
4
Type of Land Use
Developed areas including public and semi-public, utilities
and services, graveyards and cremation grounds, etc.
Defense use
Agriculture, plantation, cultivation of trees, orchards, farms,
and rocky land
Water bodies, river, mullahs, and floating gardens
Total
Percentage
27.70
75. Overall land use pattern of Jammu and Kashmir is shown in Figure 4.
5.54
55.10
11.66
100
24
Fig. 4: Land Use Pattern of Jammu and Kashmir
forests
net.sown
pastures
non.agri.use
barren land
cul.waste lands
fallow
mis.trees
3%
4%
6%
27%
12%
12%
31%
5%
Source: Land use pattern of Jammu and Kashmir as per Digest of Statistics(19992000),Government of Jammu and Kashmir.
76.
Commercial activities. The land use along the subproject alignment is mainly
commercial and residential. Varied types of commercial activities in the form of wholesale, retail,
or small-scale services are carried out in this area. About 1 km away from the subproject starting
point (Jehangir Chowk junction) at Batamaloo, a wholesale fruit market, mandi, and garages for
heavy vehicles, including bodybuilding units of trucks and buses, are situated.
77.
The subproject will impact 285 commercial establishments, which include 124 shops, 56
godowns, 4 office spaces, and 2 shops in sheds in both government and private structures,
along with 99 shops of Kabaddi/Cheap Market. In addition to the commercial establishments, the
subproject will also impact four squatters carrying out their commercial activities. Two squatters
are carrying out their business at the entrance of the municipal building, while two other run
kiosks. They will be compensated in accordance with the provisions of the resettlement plan.
78.
The impact of the livelihood would be on the households (HH) losing their shops. There
will be no direct impacts on source of income for households losing godowns, as these are used
only to support businesses; hence, losing them will just result in a reduction in space and
temporary inconvenience in storing goods. During surveys and consultations, it was also noted
that some of the godowns are not in use. Thus, the loss of livelihood will be limited to 124 shops
(belonging to 110 HH), 2 HH running their own their offices (a computer institute), and 2 HH
running their shops in sheds, aside from the aforementioned squatters for whom loss of income
may occur. However, during the survey it was discovered that 12 shops (belonging to 12 HH) out
of the 124 were closed or not in use, and as such, closure would not have any impact on their
income. Hence, only 112 shops (belonging to 98 HH), 2 offices/computer institutes (belonging to
2 HH), 2 shops in sheds (belonging to 2 HH), and 4 squatters (belonging to 4 HH), for a total of
106 HH, will experience impacts on their source of livelihood. In addition, only 39 out of 99
shopkeepers of the Kabaddi Market/Cheap Market will be affected; 60 shopkeepers of the cheap
market have already been relocated to the shopping complexes constructed by Srinagar
25
Municipal Corporation (SMC). Thus, in total 145 HH (106 HH of Sector A and B and 39 HH of
Sector C or Kabaddi Market will experience impacts on their income.
79.
Based on the business catchment area, the subproject has been divided into two sectors:
Sector A, Jehangir Chowk Crossing to Iqbal Park, and Sector B, Bakshi Stadium Crossing to
Rambagh-Natipora. Sector C refers only to shops of the Kabaddi/Cheap Market, which are
located in Sector A. In Sector A (Jehangir Chowk to Iqbal Park), 118 commercial establishments
are affected. Of the 118, there are 60 shops, 55 godowns, 1 office space, and 2 shops in sheds.
In addition to above, 2 squatters are also carrying out their commercial activities in this sector. In
Sector B (Bakshi Stadium to Natipora), 68 commercial establishments are affected, which
contain 64 shops, 1 godown, and 3 office spaces. In addition to above, 2 squatters are also
operating in this sector. Sector C comprises two markets housed in kiosks, commonly known as
Cheap Market (60 shopkeepers) and Kabaddi Market (39 shopkeepers), located on municipal
land.
80.
ERA will be constructing two rehabilitation complexes, one at Jehangir Chowk and the
other at Rambagh, for relocation of the shopkeepers of Sector A and B respectively. As for
sector C shopkeepers, the Srinagar Municipal Corporation has built two shopping complexes for
their relocation. Detailed information has been provided in the resettlement plan of the
subproject.
81.
Industrial development. Kashmir region in general is poor in industrialization. However,
as per the Master Plan for Srinagar 2001-2021, about 295 ha land is under industrial use, of
which 155 ha are used by service industries. Major but small-scale industrial units in the city
include silk factories, woolen mills, khadi and village industries, spinning mills, a telephone
factory, carpet making, food processing units, a brick and tile factory, cottage industries, etc.
However, such units have not been recorded in the immediate vicinity of the subproject site.
82.
Agriculture. There are no agricultural activities carried out in the subproject impact zone.
About 21,488 ha of land are presently under agricultural use in the Srinagar local area. Due to
the spread of urbanization, agricultural activities are decreasing. The net area proposed for
agricultural activities by the Master Plan 2001-2021 is 23.27% of the Srinagar local area.
83.
Infrastructure facilities. Since the subproject sectors are situated in Srinagar City,
infrastructure facilities like schools, hospitals, colleges, drinking water supply system, electricity,
and communication in the subproject area are satisfactory.
84.
Water supply. Broadly, the existing water supply system in Srinagar City consists of five
subsystems. These subsystems are based on five intake works and water treatment plants of the
existing water supply system. They are the water supply systems based on the Nishat water
treatment plant (19 MLD), the Alusteng plant (6.8 MLD), the Doodganga plant (7.75 MLD), the
Rangil plant (20 MLD), and the Pokhribal plant (4 MLD). Total installed capacity is 57.55 MLD,
but actual operating capacity is 40.28 MLD. The five water treatment plants serve the entire
population of Srinagar City.
85.
Sewerage system. Srinagar City is properly managed through its elaborate network of
sewer lines in the form of trunk sewers, lateral sewers, and house connections spread over more
than 10 zones that collect millions of liters of raw domestic sewage on a daily basis for treatment
through STPs (sewage treatment plants). These are augmented by intermediate pumping
stations (IPS) at various locations. The combined capacity of the treatment plants can treat 36.7
MLD of raw sewage. At the moment, no user charges are levied by the authorities, but in the
26
long run, some charges will be levied on every serviced household to ensure operational
efficiency of this vital public system.
86.
Drainage. As per the storm water drainage master plan, Srinagar is divided into three
drainage zones. There are about 50 existing drainage schemes with about 119 km of primary
and secondary storm water drains. In addition to such drains, there are substantial lengths of
tertiary drains or deep drains.
87.
Solid waste. The estimated quantity of solid waste generation in Srinagar is 450 grams
per capita per day. Based on the March 2006 population of 1.03 million, the total quantity of
municipal solid waste (MSW) generated in Srinagar in 2006 was 467 million tons. During peak
tourist season of summer, these figures increase by 3%–4% due to garbage generated by
tourists. It is estimated that less than 50% of waste is collected and disposed of at the dumping
site at Achan. The total solid waste generated in 2009 in Srinagar City, including those from the
fruit and vegetable market, was 680 tons/day, about 0.5 kg/head/day. In 2020, it is estimated to
reach about 880 tons/day.
88.
Transportation. Srinagar City is connected to Jammu and rest of India. National
Highway 1A connects Ambala to Srinagar via Jammu. Srinagar is also well connected by air,
and the laying of a railway track is in progress. The transportation system of Srinagar City is
characterized by a radial form of development, with east-west and north-south corridors forming
major radials, and the National Highway Bypass as the only bypass. About 43% of the arterial
and sub-arterial road network within the town has a carriageway width of less than 7 m, 32% has
a width of 7 m, and 25% has a width of more than 7 m. Srinagar City, like any other historical
city, has a very complex road network. Pedestrian pathways at Lal Chowk, the CBD, are
insufficient and encroached upon by vendors.
89.
Traffic flow characteristics from Jehangir Chowk to Rambagh flyover area. In the
subproject area, which is mostly from Jehangir Chowk to Rambagh, a traffic survey and a
pedestrian count by a traffic survey team were carried out on 22–27 June 2009 and on 18–23
July 2009. Surveys were carried out at selected intersections, and traffic survey data was been
analyzed.
90.
The existing road from Jehangir Chowk to Natipora Y intersection on Airport Road has
varying carriageway configurations based on the existing space or right of way (RoW) available.
The road widening at most of the places has been done up to extreme ends of the RoW. The
road carriageway varies from a two-lane undivided road to a four, five, and six lane divided road
at different locations. Roadside and on-street parking reduces the capacity of roads at different
locations. The major problems observed are:
(i)
(ii)
(iii)
(iv)
mixing of local traffic with through traffic;
mixing of slow moving traffic with fast moving traffic;
parking of vehicles on road; and
frequent traffic jams during peak hours.
91.
The capacity of Rambagh Bridge, which is a four-lane divided carriageway, is nearing
saturation at peak hours, and this location is likely to become a bottleneck with further growth of
traffic.
27
92.
Traffic surveys over 24 and 36 hours were conducted at four locations on the road to
assess the traffic flow characteristics. In context of the travel corridor from Jehangir Chowk to
Airport, heavy traffic flows are observed from 8 a.m. to 8 p.m. and diminishing flows thereafter.
Distinct peaking of traffic is observed in the morning and evening. The summary of the survey is
presented in Table 14 below:
Table 14: Total Peak Hour Traffic at Intersections
Name of the Intersection
Total Peak Hour (PCUs)
Jahangir Chowk
12084
Bakshi Stadium
5573
Rambagh Bridge
4044
Natipora
7172
PCU= passenger car unit.
93.
Percentage of goods vehicles and slow-moving vehicles is low, while the fast-moving
passenger vehicles including cars, vans, taxis, auto rickshaws, mini buses, and two-wheelers are
predominant modes of transport. Fast passenger vehicles constitute more than 90% of the traffic
on the road, while cars and taxis constitute more than 50%. In the goods vehicle category, there
are no heavy vehicles, and they are mostly light commercial vehicles (LCV) plying this corridor.
In the slow-moving vehicles category, cycles are predominant, and other categories are almost
negligible.
94.
An average speed of 10-20 kph is observed on the corridor during peak hours.
Intersection delays are observed at Jehangir Chowk, Bakshi Stadium, and Rambagh at peak
hours primarily due to the parking of mini buses and loading/unloading of passengers near the
intersection.
95.
Peak hour traffic flows at four locations on the corridor are presented in Table 15. It can
be observed from the table that peaking of traffic starts at 9.30 a.m. and continues up to 11:45
a.m. In the evening, peaking of traffic starts at 5:30 p.m. and continues up to 7:15 p.m. Traffic in
the morning peak hours is more than during evening peak hours. This may be due to the
reduction of airport-bound traffic in the evening.
96.
Peak traffic flows with turning movements are analyzed. From Dal Gate side at Jehangir
Chowk, peak hour traffic of 500–650 passenger car units (PCU) is observed. From Shaheed
Gunj, left-turning traffic is predominant, and right-turning traffic varies at 800–950 PCUs. Rightturning traffic from Batmaloo to Airport Road at peak hours varies from 600 to 750 PCU. At
Jehangir Chowk, traffic from Rambagh Bridge during the morning peak is 2,360 PCU and traffic
to Rambagh Bridge during the morning peak is 2,165 PCU. The existing volume to capacity
(V/C) ratio on the roads varies from 0.52 to 0.64. The V/C ratio of traffic on the existing Jehangir
Chowk flyover is 0.66.
Table 15: Morning and Evening Peak Hour Traffic at Intersections
Sl.
No.
1
2
Location
Morning Peak
Vehicle
Passenger
Cart Unit
(PCU)
10:45-11:45
10,897
11,269
9:30-10:30
5,585
5,830
Duration
Jehangir Chowk
Bakshi Stadium
Duration
5:30-6:30
6:00-7:00
Evening Peak
Vehicle
Passenger
Cart Unit
(PCU)
9,487
9,691
4,620
4,682
28
3
4
Rambagh Bridge
9:15-10:15
Y– Intersection
10:45-11:45
PCU = passenger car unit.
6,231
6,925
6,817
7,136
6:15-7:15
5:30-6:30
4,784
5,740
4,850
5,855
97.
At Bakshi Stadium Chowk, traffic to and from Jawahar Nagar road varies between 500
and 725 PCU at peak hours, while on Airport Road, traffic from Rambagh Bridge at peak hours
varies from 2,320 to 3,800 PCU. Traffic from Jehangir Chowk to Rambagh Bridge at peak hours
varies from 1,200 to 1,460 PCU. The existing V/C ratio on the roads varies from 0.30 to 0.82.
98.
At Rambagh Bridge, traffic from Airport Road varies between 2,230 and 2,400 PCU at
peak hours, while traffic from Rambagh Bridge varies between 1,690 and 2150 PCU. The
existing V/C ratio on the roads is between 0.89 and 0.99. Width of the bridge is already a
bottleneck in the corridor.
99.
At Y intersection on Airport Road (Natipora Chowk), traffic from the airport is between
2,630 and 2,850 PCU at peak hours, while traffic to the airport is between 1,500 and 1,930 PCU.
The existing V/C ratio on the roads is between 0.61 and 0.82.
100. For a period of 12 hours, from 8 a.m. to 8 p.m., pedestrian count surveys for pedestrians
moving along the road and across the road at intersections was also done to assess pedestrian
movements. A summary of peak hour pedestrian flows at five locations is given in Table 16.
Table 16: Peak Hour Pedestrian Flows at Intersections
Sl.
No.
1
2
3
4
Location
Jehangir Chowk
Bakshi Stadium
Rambagh Bridge
Y – Intersection
Morning Peak
Duration
Across
10:45-11:45
612
9:00-10:00
378
10:30-11:30
203
10:45-11:45
427
Along
976
313
303
446
Duration
5:15-6:15
5:15-6:15
5:30-6:30
5:00-6:00
Evening Peak
Across
610
354
312
553
Along
937
185
321
270
101. From the traffic survey, it has been found that at different locations on the corridor, the
traffic flows are beyond the capacity of the roads, resulting in reduction of level of service and
traffic congestion. The situation warrants enhancing the capacity of the road. The existing road
carriageway has been widened to the maximum possible limits at critical points. Considering the
existing traffic demand and future growth of traffic, there is need for a grade-separated facility on
the road corridor.
D.
Social and Cultural Resources
102. Demography. Jammu and Kashmir has a mainly Muslim population. It is not the only
Muslim majority state or territory in India, but it shares this characteristic with the tiny union
territory of Lakshadweep (total area being 17.7 km2). Though Islam is practiced by about 67% of
the population and by 97% of the population of the Kashmir Valley, the state has large
communities of Buddhists, Hindus (inclusive of Megh Bhagats), and Sikhs. In totality, the
Muslims constitute 67% of the population, the Hindus about 30%, the Buddhists 1%, and the
Sikhs 2%. The demographic profile of Jammu and Kashmir state is presented in Table 17 below:
Table 17: Demographic Profile of Jammu and Kashmir
Division
Population
% Muslim
% Hindu
Kashmir (53.9%)
5,476,970
97.16%
1.84%
Jammu (43.7%)
4,430,191
30.69%
65.23%
Ladakh (2.3%)
236,539
47.40%
6.22%
Jammu and Kashmir
10,143,700
66.97%
29.63%
Statistics calculated from the 2001 Census India District Profiles
% Sikh
0.88%
3.57%
–
2.03%
% Buddhist and other
0.11%
0.51%
45.87%
1.36%
29
There are roughly 1.5 million refugees from Indian Administered Kashmir in Azad Kashmir and Pakistan. An estimated
50,000–100,000 Kashmiri Muslims and 150,000–300,000 Kashmiri Pandits have been internally displaced due to
militancy.
Census 2001, records a population of 971,357 for Srinagar urban agglomeration.
103. In Jammu and Kashmir, the principal spoken languages are Kashmiri, Urdu, Dogri,
Pahari, Balti, Ladakhi, Gojri, Shina, and Pashto. However, Urdu written in the Persian script is
the official language of the state. Many speakers of these languages use Hindi or English as a
second language.
104. Health and educational facilities. Since the subproject sectors are situated in Srinagar
City, infrastructure facilities like schools, hospitals, colleges, drinking water supply system,
electricity, and communication in the area are satisfactory.
105. Notable higher education or research institutes in Jammu and Kashmir include Sher-eKashmir Institute of Medical Sciences Soura Srinagar, National Institute of Technology Srinagar,
Government College of Engineering and Technology, Jammu, and the Government Medical
College of Jammu. University-level education is provided by the University of Jammu, the
University of Kashmir, Sher-e-Kashmir University of Agricultural Sciences and Technology
Jammu, Sher-e-Kashmir University of Agricultural Sciences and Technology Kashmir, Shri Mata
Vaishno Devi University Jammu, Islamic University of Science and Technology Kashmir, Baba
Ghulam Shah Badhshah University Jammu, SSM College of Engineering and Technology
Kashmir, and various government degree colleges.
106. History, culture, and tourism. The Constitution of India does not allow people from
regions other than Jammu and Kashmir to purchase land in the state. As a consequence,
houseboats became popular among those who were unable to purchase land in the valley, and
have now become an integral part of the Kashmiri lifestyle.
107. The Dumhal is a famous dance in the Kashmir Valley, performed by men of the Wattal
region. The women perform the Rouff, another traditional folk dance. Kashmir has been noted for
its fine arts for centuries, including poetry and handicrafts. Shikaras, traditional small wooden
boats, and houseboats are common features in various lakes and rivers across the valley.
108. Kahwa, traditional green tea with spices and almond, is consumed all through the day in
the chilled winter climate of Kashmir. Most of the buildings in the valley and Ladakh are made
from softwood and are influenced by Indian, Tibetan, and Islamic architecture.
109. Jammu's Dogra culture and tradition is similar to that of neighboring Punjab and Himachal
Pradesh. Traditional Punjabi festivals such as Lohri and Baisakhi are celebrated with great zeal
and enthusiasm throughout the region, along with Accession Day, which commemorates the
accession of Jammu and Kashmir to the Dominion of India. After Dogras, Gujjars form the
second-largest ethnic group in Jammu. Known for their semi-nomadic lifestyle, Gujjars are also
found in large numbers in the Kashmir Valley. Similar to Gujjars, Gaddis are primarily herdsmen
who hail from the Chamba region in Himachal Pradesh. Gaddis are generally associated with
emotive music played on the flute. The Bakkarwals, found both in Jammu and Kashmir Valley,
are wholly nomadic pastoral people who move along the Himalayan slopes in search of pastures
for their huge flocks of goat and sheep.
30
110. Some archaeological and historical monuments and religious places like Burzhama
archaeological site, historical Jamia Masjid, Pathar Masjid, Hazratbal Shrine, and Chati Padshahi
Gurudwara, etc. are located in Srinagar City. However, these sites are located far away from the
proposed subproject, which will have no impact on any of such places, and therefore no adverse
impact is anticipated.
111. The Kashmir division of J and K State has ideal tourist spots with scenic beauty,
adventure tourism, ecotourism, and pilgrimage tourism, and other historical places and
monuments, which attract large numbers of tourists. Major tourist places in Srinagar City include
Dal Lake, Mughal Gardens, Hazratbal Shrine, Shankar Achariya Temple, and others. Dal Lake is
4 km from the subproject area, Mughal Gardens 11-17 km, Hazratbal Shrine 11 km, and Shankar
Achariya Temple 11 km. Hence no such impact on these sites is anticipated.
112. Sensitive environmental receptors. The sensitive environmental receptors existing
along the alignment of proposed subproject include religious places, educational institutions,
health care centers, community property resources, and others. The details of the existing
sensitive environmental receptors are given in Table 18. During finalization of design, all the
sensitive receptors are saved judiciously. The impact may be temporary, only during construction
phase, due to air and noise pollution.
Table 18: Sensitive Environmental Receptors Along the Subproject Alignment
S. No.
Name of Sensitive Receptor
1.
Khalsa High School
2.
Iqra Mosque
3.
Khanams Hospital
4.
Iqbal Park
5.
Girls High School
6.
Bakshi Stadium
7.
Mosque Hanifia Chinar
8.
School for the Blind
9.
Park at Rambagh
10.
Mosque Hanifia Rambagh bala
LHS-Left-hand side RHS-Right-hand side.
V.
Chainage of
Alignment
(meter)
120
360
409
520
620
800
840
1,720
1,820
2,086
Distance from Central Line of
Proposed Alignment
(meter)
LHS
RHS
93.5
13
76
16.75
21.6
55
13.5
16.2
4.86
28
ANTICIPATED IMPACTS AND MITIGATION MEASURES
113. This report assesses the impacts of the proposed activities on various environmental
attributes of the subproject site.
114. Methodology. Issues for consideration have been raised by the following means: (i) input
from interested and affected parties; (ii) desktop research of information relevant to the proposed
subproject; (iii) site visit and professional assessment by the environment specialist engaged by
the implementing agency; and (iv) evaluation of proposed design scope and potential impacts
based on the environment specialist’s past experience.
115. The methodology used to rate the impacts was qualitative. Each category was divided
into a number of different levels. These levels were then assigned various criteria as indicated in
Table 19.
Table 19: Summary of Quantifiers and Qualifiers Used for Assessment Purposes
31
Duration (time-scale)
Short-term
Medium-term
Long-term
Permanent
Site
Local
Regional
Geographic spatial scale
Significance rating pre/postmitigation (positive/negative)
Low
Medium
High
Mitigation
Degree of certainty
n/a
Full
Partial
None
Definite
Probable
Possible
Unsure
Impact restricted to construction (0-3 years)
Impact will continue throughout operation (4-50 years).
Impacts will exist beyond the life of the road (>50 years)
Impacts will have permanent potential
The impact will be limited to within the site boundaries.
The impact will affect surrounding areas.
The impact will affect areas far beyond the site boundary, but
limited to the State of Jammu and Kashmir.
The impact will have a minimal effect on the environment.
The impact will result in a measurable deterioration in the
environment.
The impact will cause a significant deterioration in the
environment.
No mitigation necessary.
Full mitigation/reversal of the impact is possible.
Only partial mitigation/reversal of the impact is possible
No mitigation or reversal of the impact is possible
(>90%)
(>70%)
(40%)
(<40%)
116. Categorization of the subproject has been undertaken using ADB’s REA Checklist for
Roads and Highways.
A.
Planning and Design Phase
117. Planning principles and design considerations have been reviewed and incorporated into
the site planning process whenever possible. The concepts considered in design of the proposed
elevated expressway are: (i) minimum land acquisition; (ii) improvement on intersections; (iii)
adequate vertical clearance; (iv) sufficient carriageway width and lanes; (v) conformity to Indian
Road Congress (IRC) and Ministry of Road Transport and Highways (MORTH) transport
provisions and specifications; (vi) most suitable construction methodology; and (vii) site
constraints.
118. Salient design features are presented in Table 20.
Table 20: Salient Design Features of the Subproject
Parameter
Carriageway width
Vertical clearance
Alignment of elevated
expressway
Cross-sections
Span arrangement
Superstructure
Design Consideration
Keeping in mind the longer period use of structure, a four-lane divided carriageway is
considered better option.
Vertical clearance of 5.5 m as per provisions of Indian Road Congress (IRC): 5 and IRC:
54 have been provided at most of the places except at the location of integration of the
proposed elevated expressway with the existing flyover, where vertical clearance available
is about 4.5 m.
Alignment of proposed elevated expressway is guided by the existing road alignment.
Four-lane carriageways over frame-type pier arrangement for main elevated expressway
have been considered the best option to keep the requirement of land acquisition to a
minimum.
Keeping in view the construction methodology and alignment, an approximately 21 m
simply supported span arrangement has been proposed. Wherever there are restrictions
like over-intersecting roads and integration with other structures, span arrangements have
been adjusted according to the requirement.
Precast prestressed concrete girders with monolithic reinforced cement concrete (RCC)
deck slab over the girders have been proposed for general section of elevated
expressway. The girders are monolithic with end cross diaphragms to transfer the loads to
32
Parameter
Substructure
Design Consideration
substructure. For individual carriageways and ramp sections, a prestressed concrete deck
slab has been proposed.
Superstructure shall be supported over the RCC pier cap and frame-type pier. Dimension
of pier cap in transverse direction has been restricted by projecting the superstructure as
cantilever to provide the required vertical clearance over service road for minimum land
acquisition. Architectural shape for pier cap and frame-type pier has been proposed for
better aesthetic look. As Srinagar falls in seismic Zone V, seismic restrainers in longitudinal
as well as in transverse directions over the pier cap have been proposed.
Frame-type pier is chosen to provide better stability/load distribution, easy molding, uses
less concrete, is economical, and provides more safety in high seismic zones. As a result,
this design has been selected for main corridor.
Foundation
Location
Climatic conditions
6
Air quality
Drainage and hydrology
Ecological diversity
Land use and livelihoods
6
Circular type piers have been chosen for link roads because these comprise two lanes with
less available space. These types of piles have less surface area, thus requiring less area
for construction. Hence this design was selected for link roads of the subproject.
On the basis of information collected for structures constructed and being constructed in
Srinagar, pile foundation has been proposed for all foundations.
An expressway corridor (flyover) has been proposed from Jehangir Chowk to Rambagh
and Natipora along Airport Road. The take-off point of the corridor is Jehangir Chowk, and
it terminates beyond Y junction at Natipora-Airport Road crossing. The length of the
corridor is about 2.41 km. Flyover is located in the southern part of the main city.
Rainfall intensity and run-off may have implications on road safety, affecting the visibility
and the condition of the road. Furthermore, climatic conditions play an important role
during dispersion of noise and air pollutants. Seasonal climatic conditions have been
considered for scheduling of construction activities. The proposed flyover has been
designed to minimize incidence of road surface flooding and improve road surface storm
water drainage. Warning signs and suggested speed limits during dangerous conditions
have been included.
The subproject site is located within the CBD and is characterized by high volumes of
traffic that cut through the area. The project is expected to result in an improvement of road
capacity, in addition to minimizing congestion. The proposed geometric design will
minimize steep gradients and sharp turns and encourage vehicles to travel at a constant,
efficient cruising speed.
The subproject has been designed to drain freely in order to prevent the collection of
standing water on the road carriageway. Pollutants settling on the road surface and litter
will be washed away during rain. Runoff from the subproject will produce a highly variable
discharge in terms of volume and quality, and in most instances will have no discernable
environmental impact.
The subproject is situated within an existing built-up area where road infrastructure already
exists. No areas of ecological diversity occur within the subproject location. Due to the
nature and locality of the subproject, it is unlikely to have any impacts on biodiversity within
the area. However, the subproject may affect existing roadside trees. Permission will be
obtained from the sericulture/forest/floriculture/revenue department or concerned deputy
commissioner for the scheduled species such as chinar (Plantinus orientalis) and mulberry
(Morus sp.) prior to start of civil works. Any landscaping to be undertaken will be done with
locally indigenous species and low maintenance requirements.
The key efforts undertaken to minimize impacts are: (i) before the preparation of
engineering design, a detailed survey of the properties was conducted with regard to their
ownership, with the objective that minimum proprietary land is utilized for the subproject;
Roadside pollution is often localized and generally only affects a narrow band of roads along the sides of the road.
The major source of roadside pollutants is vehicle exhaust emissions. Other pollution sources emanate from
combustion of hydrocarbon fuels in air, producing carbon dioxide (CO 2) and secondary pollutants such as
hydrocarbons (HC), nitrogen oxides (NOx), carbon monoxide (CO), and sulfur dioxide (SO 2). Emissions depend on
the volume of traffic, the type of vehicle (including age, technology, and maintenance levels of the vehicle), fuel
consumption and quality, engine temperature, and road geometry. The highest emission rates are encountered in
congested, slow-moving traffic, and whenever vehicles shift gear, decelerate, accelerate, or travel over steep
gradients. There is also a tendency for emission rates to increase at high speeds.
33
Parameter
Design Consideration
(ii) diverting the alignment towards the available government land to minimize impact on
private property, such as the Iqbal Park Crossing and Bakshi Stadium Crossing; (iii)
avoiding land acquisition in the commercial area wherever possible to minimize the large
7
scale physical displacement; and (iv) use of frame-type pier design with proper
geometrics adopted so as to minimize requirement of additional ROW.
2
Traffic flow and access
Infrastructure
services
and
Noise and vibrations
Aesthetics,
landscape
character, and sense of
8
place
7
8
The subproject will still require acquisition of 36.19 kanals (18,293.75 m or 1.829 ha) of
2
2
land, out of which 7,635.54 m are state land (with government departments), 2,555.66 m
2
are with the central government departments, 2,434.79 m are with government institutions
2
and autonomous bodies, and 5,667.76 m are in the possession of 28 households. The
subproject will affect 60 structures of different categories (commercial, residential, shops,
godowns, offices, boundary walls, and sheds). In total, the subproject will impact 250
households comprising 1,625 displaced persons. A resettlement plan has been prepared
to address involuntary resettlement impacts.
Due to the location and nature of the subproject, there will be interference with accesses.
A traffic management plan (Appendix 2) has been developed to provide vehicle and
pedestrian access and maintain community linkages. A communications strategy is of vital
importance in terms of accommodating traffic during road closure. Local communities will
be continuously consulted regarding location of construction camps, access, and hauling
routes and other likely disturbances during construction. The road closure, together with
the proposed detours, will be communicated via advertising, pamphlets, radio broadcasts,
road signages, etc. The implementation of the road detours will also be dependent on
advance road signages indicating the road detour and alternative routes. ERA will
coordinate with the traffic police for the implementation of the traffic management plan.
There are a number of existing infrastructure and services (roads, telecommunication lines,
power lines, and various pipelines) within the vicinity of the subproject. To mitigate the
adverse impacts due to relocation of the utilities, DSC will (i) identify and include locations
and operators of these utilities in the detailed design documents to prevent unnecessary
disruption of services during construction phase; and (ii) require construction contractors to
prepare a contingency plan.
The noise levels affecting sensitive receptors in proximity of the subproject site may
improve, since there will be a separation of traffic through the area. Vibrations are much
less likely to be a cause of disturbance than noise levels, but may become a problem when
vehicles, especially heavy vehicles, travel over irregular road surfaces in close proximity to
sensitive roadside receptors. The proposed geometric design will minimize steep gradients
and sharp turns and encourage vehicles to travel at a constant, efficient cruising speed.
The proposed road surface design will minimize frictional road noise and vibrations.
The subproject is considered to be compatible with the surrounding landscape and is not
likely to impact negatively the existing visual quality or landscape character of the area;
rather, it is expected to improve the general environment through improved use of the
area. The subproject will be similar in construction and design to existing roads and
Frame-type pier design is chosen to provide better stability/load distribution, easy molding, uses less concrete, is
economical, and provides more safety in high seismic zones (subproject area falls in Seismic Zone 5). As a result,
this design has been selected for main corridor. Circular type piers have been chosen for link roads because these
comprise two lanes with less available space. These types of piles have less surface area, thus requiring less area
for construction. Hence, this design was selected for link roads of the subproject.
Aesthetics refer to the visual quality of an area as imparted by the physical properties of an area, such as scale,
color, texture, landform, level of enclosure, and in particular, the land use occurring within an area. Landscape
character refers to an area’s intrinsic appeal and is not dependent on its visual quality, but rather on its specific
situation as determined by the following: its level of accessibility or remoteness, level of naturalness, lack of
disturbance, current and potential use, rarity, cultural or historic importance, and potential value to people. The
landscape character determines the extent of visual compatibility of the road development with its immediate
surroundings. Impacts are not restricted to the road reserve, but the entire viewshed (area from where the road
development will be visible). The spirit, or sense of place (genius loci), can be defined as the extent to which a
person can recognize or recall a place as being distinct from other places and as having a vivid, unique, or at least a
recognizable character. It is indicates the intrinsic value that a community places on the aesthetic, therapeutic, or
emotional qualities and character of an area. Aesthetics, landscape character, and sense of place are all subjective
concepts that are often influenced by individuals’ perceptions.
34
Parameter
Design Consideration
bridges in the area. There will be some additional urban design features (e.g. lighting) to
enhance the aesthetics of the structure and its placement in the area. In any areas where
visual lines into shops, residences, etc. are deemed to encroach on privacy, the design
team will consider appropriate design measures to ensure privacy is maintained (e.g.,
erecting fiber or steel sheets along the guard railing of the flyover) in consultation with the
public.
119. The following table (Table 21) outlines potential impacts gleaned from a process that
included a review of available documentation, ground-verified during the site visit, i.e. how,
where, and when the proposed development could interact and affect the environment
significantly, and details what mitigation measures may be taken to counteract these impacts.
35
Table 21: Summary of Anticipated Potential Environmental Impacts During Planning and Design Stage
Environmental
Aspect
Existing situation
Planning initiatives
Summary of Implications and Mitigation
Potential Impacts
Mitigation
The number of conflicting
usages and the high
vehicular and pedestrian
volumes result in the city
having considerable
congestion and delays to
pedestrians and vehicles.
The high levels of traffic and
the lack of suitable
pedestrian space as a result
of businesses, result in
congested pedestrian
walkways and overflow onto
the road.
This, together with a lack of
adequate enforcement,
creates an unsafe
environment for residents,
pedestrians, and
commuters. The number of
conflicting usages and the
high vehicular and
pedestrian volumes act as a
barrier to redevelopment
and growth of the area.
In addition, the area serves
as a gateway into the city,
and detracts from the many
positives that the real city
has to offer. This is
important in view of the
growing number of tourists.
Planning initiatives have been
identified as:
decongestion of traffic on
the road junctions from
Jehangir Chowk to
Rambagh-Natipora;
quick access to the airport
The subproject will
improve traffic flow
through the area in a
safe and efficient
manner.
Relocation of
displaced persons to
suitable location prior
to construction
commencing as
included in the
resettlement plan
The subproject will
improve the traffic
flow through the area
in a safe and efficient
manner. This will
allow for the planning
initiatives to be
Significance
Before
Mitigation
High ( - )
High ( - )
Assessment of Environmental Impacts
Geographic
Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Local/
MediumFull
High ( + )
regional
term
mitigation
definite
Local/
regional
Mediumterm
Full
mitigation
definite
High ( + )
36
Environmental
Aspect
Identification
of
transport needs and
demands
Summary of Implications and Mitigation
Potential Impacts
Mitigation
from the city center; and
improved long-term traffic
management in Srinagar
City.
The ERA vision is to provide
safe, reliable, effective, and
efficient transport operations
which will best meet the needs of
the people at improving levels of
service and cost, in a way which
supports government strategies
for economic and social
development, while being
environmentally and
economically sustainable.
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic
Duration Mitigation Significance
Spatial
After
Scale
Mitigation
realized.
The subproject will
significantly reduce
the number of
vehicles passing the
road by providing
additional space in
terms of
flyover/expressway
corridor.
The reduction of
traffic is expected to
reduce the number of
accidents and
potential conflicts that
occur within the area,
thus saving human
life, as well as the
economy of the city.
Reduced traffic also
results in land gains,
which can be utilized
to enhance the
pedestrian space and
increase pedestrian
amenity.
It is envisaged that
pedestrian sidewalks
and footpaths will be
improved and
increased in size
together with general
urban design
elements to create an
environment that is
conducive to
pedestrian activity.
High ( - )
Local
Mediumterm
Full
mitigation
definite
High ( + )
37
Environmental
Aspect
Alternatives
Summary of Implications and Mitigation
Potential Impacts
Mitigation
The following alternatives have
been considered:
Option 1 - Do nothing – This
will not address the
underlying problem of traffic
congestion and conflicts
between vehicles and
pedestrians.
Option 2 - Do minimum –
This option involves grade
improvements to improve
safety but still does not
address the underlying
problem.
Option 3 - Route alignment
options. These were
discounted, as impacts on
existing buildings and traffic
flows at different locations
are observed beyond the
capacity of the existing
roads.
The reduced traffic
congestion , conflicts,
and land gains result
in a safer and more
efficient circulation of
traffic, which is
expected to facilitate
the reorganization
and rationalization of
the public transport
system and
commercial activities.
Future developmental
and event needs
(tourism) will have
better access to and
from the city.
Approval of the IEE and
environmental
management plan to
ensure proposed
mitigation measures are
complied with
Significance
Before
Mitigation
High ( - )
Assessment of Environmental Impacts
Geographic
Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Site
Short- to
mediumterm
Partial
mitigation
definite
Medium ( - )
38
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
Option 4 - Current preferred
option. This offers the best
and most balanced solution.
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic
Duration Mitigation Significance
Spatial
After
Scale
Mitigation
39
B.
Construction Phase
120. Table 22 presents an indication of what activities and facilities are likely to be
undertaken during construction of the subproject, including the associated inputs and outputs.
Table 22: Summary of Activities and Facilities, Resource Use, and Produced Outputs
During Construction Phase
Activities and Facilities
Construction camp and its
associated facilities (including
lay-down areas)
Storage camps and lay-down
areas
− Materials and equipment
stockpiles
− Handling and storage of
hazardous materials
including chemicals
additives, gravel, cement,
concrete, and lubricants
Source of water
Vegetation clearance
Bulk earthworks, grading, and
contouring
Drilling and blasting
Movement of construction staff,
equipment, and materials
Importation of selected
materials/base layer
construction
− Construction of a surfaced
layout
− Sub-base and base layers
(excavations, grading,
importation of fill materials
and selected gravel
materials for sub-base and
base layers, application of
water, compaction and
disposal of spoil material
(excess excavated soil)
− Construction of wearing
course (asphalt layer,
bitumen seal, concrete and
paving block)
Temporary detours
Noise and vibrations
Dust suppression
9
Inputs/Resource Use
Bitumen
Cement
Chemical additives used in
concrete / asphalt (i.e. retarders)
Paving blocks/bricks
Aggregate (sand and stone)
Gravel (fill material for
embankments/selected material
for sub-base and base layers)
Water
− Drinking, cooking, and
sanitation at construction
camps
− Water for dust suppression
− Water applied to base and
sub-base layers during
compaction
− Water for application to subbase and base layers prior
to compaction
Petrochemicals
Other
chemicals/lubricants/paints
Construction vehicles,
machinery, and equipment
Temporary energy supply to
construction camps
Topsoil used during revegetation
and rehabilitation
Plant material for revegetation
(seeds, sods, plant specimens)
Materials for slope stabilization
− Fabric
Labor
− Recruitment of construction
workforce
− Skills training
Public movement control
− need barriers (not just
danger tape) to protect
Outputs/Waste Production
Old asphalt (removed from road
carriageway during road
9
upgrade)
Waste concrete and other
construction rubble
10
Waste bitumen
Used fuels, lubricants, solvents,
and other hazardous waste
General waste
Contaminated soil
− Soil contaminated with
bitumen
− Soil contaminated with
petrochemicals (i.e. oils and
lubricants) and other
chemicals
Sewage and grey water
(temporary construction camp
sanitation)
Spoil material (excess soil
removed during excavations)
Noise and vibrations
(construction vehicles and
machinery)
Lighting at construction camps,
equipment yards, and lay-down
areas
Plant material removed from
servitude/RoW during vegetation
clearance
Smoke and fumes
− Burning of waste
− Burning of vegetation cover
− Fires used for cooking and
space heating (construction
camps)
− Vehicle exhaust emissions
The upgrading of roads may involve the stripping and demolition of old asphalt layers. Ideally, old asphalt shall be
reused during construction of the new road in order to avoid large quantities of waste being produced. However,
depending on the availability and cost of virgin aggregate in the area through which the road is aligned, reusing the
old asphalt may be more costly than using virgin aggregate.
10
Bitumen has relatively low levels of polycyclic aromatic hydrocarbons (PAHs) and is largely inert. However, certain
other potentially hazardous chemical may be added to the bitumen or to the aggregate during the construction
process in order to render the compound more workable. The objective is to use the least hazardous chemicals
available and to locate asphalt plants, aggregate stockpiles, and mixing areas where they do not pose a significant
environmental risk.
40
Activities and Facilities
Waste production and temporary
storage/disposal, i.e. used fuels,
waste concrete and bitumen,
spoil materials, and general
waste
Stabilization of slopes and
erosion prevention
Use of asphalt/bitumen (and
associated storage and mixing
areas, chemicals)
Concrete batching plan (and
associated storage and mixing
areas, chemicals)
Rehabilitation of disturbed areas
Interaction between construction
workforce and local communities
Management of passing
pedestrians and points of
congestion
Implementation of the
resettlement plan prior to start of
construction
Reminders to affected people of
construction with timeframes
Inputs/Resource Use
people from trenches during
construction
Outputs/Waste Production
121. The following table (Table 23) outlines potential impacts during the construction phase,
gathered from a process that included a review of available documentation verified during the
site visit, i.e. how, where, and when the proposed development can interact and affect the
environment significantly, and details what mitigation measures may be taken to counteract
these impacts.
41
Table 23: Summary of Anticipated Potential Environmental Impacts During Construction Phase
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
Climate
The nature and intensity of
rainfall events in an area
have implications for storm
water management.
Smoke from burning
activities could be wider
spread on windy days,
especially when dust could
be blown offsite.
Air quality
Sensitive receptors (e.g.
hospitals, schools, religious
places) may be affected
temporarily by increased
traffic and related impacts
during the construction
phase.
Fugitive dust can also impact
roadside air quality during
construction. Exhaust fumes
from construction machinery,
and potential smoke from
cooking fires
Burning of waste and
cleared vegetation
Odors from use of toilet
―facilities‖ other than
provided facilities
Seasonal climatic variations
will be considered during
scheduling of construction
activities in the area.
Excavations and other
clearing activities will only be
done during agreed working
times and permitted weather
conditions.
Storm water control during
construction phase as per the
method approved by the
engineer
Seeding of topsoil and subsoil
to prevent wind and water
erosion of soil surfaces
No open fires permitted on
site
Ensure compliance with the
Air Act.
Ensure compliance with
emission standards.
Guidelines that deal with the
control of air pollution on site
have been outlined in the
environmental management
plan (EMP).
Monitoring of air pollution
levels in potential problem
areas will be undertaken.
Management (including
storage, transport, handling,
and disposal) of hazardous
substances used during
construction
Dust control measures have
been included in the EMP.
Dust generating construction
activities will be avoided
Significance
Before
Mitigation
Low ( - )
High ( - )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Site
ShortFull
Low ( - )
term
mitigation
probable
Local
Shortterm
Partial
mitigation
probable
Medium (-)
42
Environmental
Aspect
Geology
Summary of Implications and Mitigation
Potential Impacts
Mitigation
Strong water flows into open
excavations may occur,
causing sidewall collapse.
Layers of mixed fill cover
natural ground surface in
many places.
Contamination from spillage
of petroleum products, spent
engine oil, and oil leaks from
construction vehicle
maintenance taking place on
site
Contamination through use
of toilet ―facilities‖ other than
provided facilities
during strong winds.
Soil loads in transit will be
kept covered.
Stockpiles of soil will be kept
covered or have suitable dust
palliative applied, such as
water.
A suitable dust palliative
(water) will be applied if dust
levels rise above acceptable
levels.
Regular servicing of vehicles
offsite in order to limit
gaseous emissions
No open fires permitted on
site.
Temporary toilet facilities will
be provided on site and will be
maintained on a daily basis.
The design of the site
drainage system is adequate
to control runoff from the
subproject site in line with
topographical features of the
site.
Rehabilitate all sites during
construction, including
construction camps, stockpile
area, and temporary access
and hauling routes as soon as
possible after the disturbance
has ceased.
Contractor to exercise strict
care in the disposal of
construction waste, with proof
of disposal at an approved
site provided after offloading
each waste load, and this is to
be logged/registered.
Contaminated water will be
Significance
Before
Mitigation
Medium ( - )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Site
Shortterm
Full
mitigation
probable
Low ( - )
43
Environmental
Aspect
Drainage and
hydrology
Summary of Implications and Mitigation
Potential Impacts
Mitigation
The proposed development
is situated within an existing
built-up area where road
infrastructure already exists.
No water courses, wetlands,
or estuaries occur within the
subproject location. Due to
the nature and locality of the
subproject, there is unlikely
contained and disposed of
offsite at an approved
disposal site at Achan Landfill
in Srinagar.
The contractor will dispose of
waste from the oil interceptors
at Achan Landfill in Srinagar.
Cement, concrete, and
chemicals will be mixed on a
concrete plinth, and provisions
will be made to contain
spillages or overflows into the
soil.
No vehicle maintenance to be
allowed on site
If oil spills occur, the
contaminated soil will be
disposed of at the landfill site
at Achan in Srinagar.
Temporary toilet facilities will
be provided by contractor on
site and maintained on a daily
basis.
Topsoil and subsoil will be
protected from contamination.
Subsoil and overburden in all
construction and lay-down
areas to be stockpiled
separately and returned for
backfilling in the correct soil
horizon order
The site surface has been
engineered and shaped in
such a way that rapid and
efficient evacuation of runoff is
achieved.
Improve existing alignments
and drainage systems.
Provide containment areas for
potential pollutants at
Significance
Before
Mitigation
Low ( - )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Site
Shortterm
Full
mitigation
probable
Low ( + )
44
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
to any significant impacts on
water resources within the
immediate area.
Biodiversity,
fauna and flora
Land uses
The proposed development
is situated within an existing
built-up area where road
infrastructure already exists.
No areas of ecological
diversity occur within the
subproject location. Due to
the nature and locality of the
subproject, there is unlikely
to any significant impacts on
biodiversity within the area.
The proposed construction
of the flyover may, however,
affect existing roadside
trees.
Due to the location and
nature of the subproject,
there will be interference
with access.
Existing public transport
facilities and operations will
be affected by the road
closure and detours.
Transport operations,
commercial establishments,
and various department
offices are located within the
area of construction and will
therefore need to be
relocated during
construction. This may
construction camps, refueling
depots, asphalt plants, and
concrete batching plants.
Waste management practices
will be implemented.
The transport, storage,
handling, and disposal of
hazardous substances will be
controlled and managed.
Permission will be obtained
from the sericulture/
forest/floriculture/revenue
department or concerned
deputy commissioner for the
scheduled species such as
chinar (Plantanus orientalis)
and mulberry (Morus sp.) prior
to start of civil works.
Any landscaping to be
undertaken will be done with
locally indigenous species and
low maintenance
requirements.
ERA has consulted with
various organizations,
departments, etc. within the
area, and this will continue
during the construction phase.
Critical roads (e.g. in front of
fire and police stations and
hospitals) will have a ―Keep
Clear‖ sign.
ERA will make provisions for
vehicle and pedestrian access
to maintain community
linkages.
Consult with local
departments, organizations,
etc. regarding location of
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Low ( - )
Site
Shortterm
Full
mitigation
probable
Low ( + )
High ( - )
Local
Shortterm
Partial
mitigation
probable
Medium ( - )
45
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
impact livelihoods.
There will be disruptions to
health services, education
services, local businesses,
transport services, and
pedestrian movements due
to traffic and constructionrelated noise, visual, and air
pollution.
Infrastructure
There is likely to have
construction camps, access
and hauling routes, and other
likely disturbances during
construction.
Provide clear and realistic
information regarding detours
and alternative accesses for
local communities and
businesses in order to prevent
unrealistic expectations.
Provide clear and realistic
information regarding
employment opportunities and
other benefits for local
communities in order to
prevent unrealistic
expectations.
Make use of local labor,
materials, goods, and services
as much as possible.
Provide walkways and metal
sheets where required to
maintain access for people
and vehicles.
Increase workforce in front of
critical areas such as
institutions, places of worship,
business establishments,
hospitals, and schools.
Consult businesses and
institutions regarding
operating hours, and factor
this in work schedules.
Provide signboards for
pedestrians to inform them of
nature and duration of
construction works and
contact numbers for
concerns/complaints.
Utility shifting will be
Significance
Before
Mitigation
Medium ( - )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Local
Short-
Full
Low ( - )
46
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
and services
temporary disruption of
infrastructure and services
during the construction of the
proposed flyover.
There are a number of
existing infrastructure and
services (roads,
telecommunication lines,
power lines, and various
pipelines) within the vicinity
of the subproject.
Traffic
Increased volume of
construction vehicles on the
roads may lead to increased
wear and tear of roads in the
vicinity of the subproject site.
Road safety concerns due to
slow-moving construction
vehicles
Traffic flow within the vicinity
will be affected.
The temporary road closure
will result in a decrease in
overall network performance
in terms of queuing delay
and travel times/speeds.
undertaken prior to
commencing construction of
the flyover.
Keep construction-related
disturbances to a minimum.
Consult with affected service
providers regarding impacts
on access to infrastructure
and services and alternatives.
Consult with affected
communities or businesses
prior to foreseeable
disruptions, for example
notifying residents of a
temporary interruption of
water supply.
Provide backup or alternative
services during constructionrelated disruptions, for
example by providing
generators for power supply.
Provide access points to
infrastructure and services.
Monitor complaints by the
public.
Traffic will be rerouted and
roads will be closed according
to the traffic management plan
(TMP). The objective of the
TMP is to ensure safety of all
the road users along the work
zone and to address: (i)
protection of work crews from
hazards associated with
moving traffic; (ii) mitigation
of the adverse impacts on the
road capacity and delays to
the road users; (iii)
maintenance of access to
adjoining properties; and (iv)
Significance
Before
Mitigation
High ( - )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
term
mitigation
probable
Regional
Shortterm
Partial
mitigation
probable
Medium ( - )
47
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
The road closure will impact
on public transport
operations and routing.
On-street parking and
loading bays will be affected
by the proposed road
closure.
Pedestrian movements will
be affected by the road
closure.
issues that may delay the
subproject works.
Negotiations with privately
owned public transport
operators regarding the
affected public transport
facilities and routing
Negotiations with business
owners and social service
operations regarding the loss
of parking and loading bays
Clear roads signs will be
erected for the full length of
the construction period.
Provide sign boards for
pedestrians to inform them of
the nature and duration of
construction works and
contact numbers for
concerns/complaints.
The city traffic police will be
available onsite for the
monitoring of traffic in the
early stages of the operations
during road closure.
A traffic monitoring strategy
will be implemented. This
would include carrying out of
traffic counts and onsite visits.
Traffic monitoring during early
stages of the road closure will
be necessary to address:
− Adjustments to traffic
signal settings, signs, and
markings
− Adjustments to
accommodation of
pedestrians
− Adjustments necessary to
public transport operators
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
48
Environmental
Aspect
Health
safety
and
Summary of Implications and Mitigation
Potential Impacts
Mitigation
Danger of constructionrelated injuries
Open fires in construction
camp can result in accidents.
Safety of workers and
general public must be
ensured.
Poor waste management
practices and unhygienic
conditions at temporary
ablution facilities can breed
diseases.
Standing water due to
inadequate storm water
drainage systems and
inadequate waste
management practices
poses a health hazard by
A communications strategy is
of vital importance in terms of
accommodating traffic during
road closure. The road
closure, together with the
proposed detour, will be
communicated via advertising,
pamphlets, radio broadcasts,
road signage, etc. The
implementation of the road
detour is also dependent on
advance road signage
indicating the road detour and
alternative routes.
Construction routes clearly
defined
Access of all construction and
material delivery vehicles will
be strictly controlled.
Enforcement of speed limits
Deliveries will not be allowed
during peak traffic hours.
Implement good
housekeeping practices at the
construction camp.
Strict health and safety
measures to be implemented
and audited on a regular basis
Secure enclosed construction
site.
Use reputable contractors.
Provide warning signs of
hazardous working areas.
Excavations to be clearly
demarcated and barriers (not
just danger tape) erected to
protect pedestrians from open
trenches
Workers will be thoroughly
trained in using dangerous
Significance
Before
Mitigation
High ( - )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Site
local
and
Shortterm
Partial
mitigation
possible
Low ( - )
49
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
providing breeding grounds
for disease vectors such as
mosquitoes, flies, and snails.
The use of hazardous
chemicals in the construction
of a road can pose potential
environmental, health, and
safety risks.
The upgrading of roads may
involve the stripping and
demolition of old asphalt
layers.
Road safety may be affected
during construction,
especially when traffic is
detoured.
equipment.
Workers have the right to
refuse work in unsafe
conditions.
Undertake waste
management practices.
Control speed and movement
of construction vehicles.
Improved signage, speed
control, walkways, and
crossings will reduce health
and safety risks due to
construction.
Exclude public from the site.
Ensure all workers are
provided with and use
personal protective
equipment. Ensure the
visibility of workers through
their use of high visibility vests
when working in or walking
through heavy equipment
operating areas.
Ensure that qualified first aid
can be provided at all times.
Equipped first aid stations
shall be easily accessible
throughout the site.
Provide medical insurance
coverage for workers.
Provide clean eating areas
where workers are not
exposed to hazardous or
noxious substances.
Provide visitor orientation if
visitors to the site can gain
access to areas where
hazardous conditions or
substances may be present.
Ensure also that visitors do
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
50
Environmental
Aspect
Noise
vibrations
Aesthetics,
and
Summary of Implications and Mitigation
Potential Impacts
Mitigation
Sensitive receptors
(hospitals, schools, religious
places) may be affected
temporarily by increased
traffic and related impacts.
Use of heavy vehicles and
equipment may generate
high levels of noise.
Vibrations resulting from bulk
earthworks and compaction
of base layers may create
significant disturbances to
nearby people and
businesses.
Disturbance from afterhours
work
The presence of heavy-duty
not enter hazard areas
unescorted.
Ensure moving equipment is
outfitted with audible backup
alarms;
Mark and provide signboards
for hazardous areas such as
energized electrical devices
and lines, service rooms
housing high voltage
equipment, and areas for
storage and disposal. Signage
shall be in accordance with
international standards and be
well known to and easily
understood by workers,
visitors, and the general public
as appropriate.
Locate concrete batching,
asphalt, crushing plants, laydown areas, and construction
camps away from sensitive
receptors.
Restrict construction activities
to reasonable working hours
where near sensitive
receptors.
Keep adjacent landowners
informed of unusually noisy
activities planned.
Regulate roadworthiness of
vehicles.
Ensure that machinery is in a
good state of maintenance.
Silencers must be fitted and
maintained on all machinery
on site.
Monitor noise levels in
potential problem areas.
Storage areas will be properly
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
High ( - )
Local
Shortterm
Partial
mitigation
probable
Medium ( - )
Medium ( - )
Local
Short-
Partial
Low ( - )
51
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
landscape
character, and
sense of place
vehicles and equipment,
temporary structures at
construction camps,
stockpiles, and asphalt
may result in impacts on
aesthetics and
landscape character.
Workers’
conduct
Construction workers on site
disrupting adjacent land
uses by creating noise,
generating litter, and
possible loitering
fenced off.
All domestic solid waste will
be collected from a central
point of disposal and fed into
the city waste collection
system.
Contractor to exercise strict
care in disposing of
construction waste, with proof
of disposal at the approved
site provided after offloading
each waste load, and this is to
be logged/registered.
Identification of suitable waste
disposal site with enough
capacity to hold additional
waste to be produced by the
proposed road construction
activities
Use of recycled material is
encouraged especially in the
upgrading of existing road.
Guidelines regarding
management of waste on site
have been outlined in the
EMP.
Retain mature trees in and
around the site where
possible.
Cluster construction activities
on site in a specific area to
avoid ―sprawl.‖
Unwanted material and litter
will be removed on a frequent
basis.
Ensure strict control of
laborers, minimizing working
hours to normal working
times, control littering, and
ensure no overnight
Significance
Before
Mitigation
Low ( - )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
term
mitigation
definite
Local
Shortterm
Full
mitigation
definite
Low ( - )
52
Environmental
Aspect
Employment
generation
Archaeological
and
cultural
characteristics
Summary of Implications and Mitigation
Potential Impacts
Mitigation
The subproject will provide
employment opportunities for
local people during
construction.
Expectations regarding new
employment will be high,
especially among the
unemployed individuals in
the area.
Labor gathering at the site
for work can be a safety and
security issue, and must be
avoided.
The training of unskilled or
previously unemployed
persons will add to the skills
base of the area.
The proposed development
will not require demolition of
ASI- or state-protected
monuments and buildings.
accommodation is provided.
The use of labor-intensive
construction measures will be
used where appropriate.
Employ local (unskilled) labor
if possible.
Training of labor to benefit
individuals beyond completion
of the subproject
Recruitment of labors will take
place offsite.
The contractual
documentation will ensure that
at least 50% of all labor is
from surrounding
communities.
Ensure that construction staff
members are aware of the
likelihood of heritage
resources being unearthed
and of the scientific
importance of such
discoveries.
ASI or the State Department
of Archaeology will be
contacted if any graves are
discovered, and all activities
will be ceased until further
notice.
ASI or the State Department
of Archaeology will be
contacted if any heritage
resources or objects, defined
in the act, be discovered, and
all activities will be ceased
until further notice.
Any heritage object found will
not be moved without prior
Significance
Before
Mitigation
Medium (+)
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Local
Shortterm
Partial
mitigation
probable
High ( + )
53
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
consultation with ASI or the
State Department of
Archaeology, and all activities
will be ceased immediately.
No structures older than 100
years will be allowed to be
demolished, altered, or
destroyed without a permit
from ASI or the State
Department of Archaeology.
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
54
C.
Operation and Maintenance Phase
122. Table 24 presents an indication of what activities and facilities are likely to be
undertaken during operation and maintenance of the subproject, including the associated inputs
and outputs.
Table 24: Summary of Activities and Facilities, Resource Use, and Produced Outputs
During Operation and Maintenance Phase
Activities and Facilities
Signage
Safety barriers
Lighting
Storm water drainage system
Roadside vegetation
Cut-and-fill embankments
Vehicles and pedestrians along
the road
Road accidents and breakdowns
Vehicle exhaust emissions
Noise and vibrations
Litter collection
Maintenance activities
− Road reserve vegetation
maintenance
(pruning/cutting)
− Repainting of road markings
− Pothole repair, crack
sealing, and road shoulder
repair
− Resealing/resurfacing
− Safety barriers repairs
− Upkeep and repair of storm
water drainage system
Eradication and control of
invasive vegetation species
Auxiliary activities and
Infrastructure
− Service stations
− Roadside markets and
shops
− Taxi stops and ranks
− Bus stops and terminals
Special event management
required during operational
phase, to manage pedestrian
flow (e.g. festivals and holidays)
Inputs/Resource Use
Manual deweeding for
eradication and control of
invasive vegetation species
Labor
Vehicles and equipment used
for inspection and maintenance
Bitumen and aggregate used
during resurfacing/repair of
potholes
Special event management of
pedestrian movement through
use of barriers, etc.
Outputs/Waste Production
Vehicle exhaust emissions
Dust
Particulates from tires, brakes,
and road wear
Petrochemical products leaking
from vehicles and entering
storm water
Potential for water resource
contamination
Hazardous spills during road
accidents and breakdowns
Illegal dumping, mainly in open
spaces along the roadside
Litter, also entering storm water
system and causing blockages
General waste at roadside
stopovers
Visual exposure of road
infrastructure
Plant material (removed during
maintenance of vegetation
cover)
Noise and vibrations
Lighting
123. The following table (Table 25) outlines potential impacts during the operation and
maintenance phase, gathered from a process that included a review of available documentation
verified during the site visit, i.e. how, where, and when the proposed development can interact
and affect the environment significantly, and details what mitigation measures may be taken to
counteract these impacts
55
Table 25: Summary of Anticipated Potential Environmental Impacts During Operation and Maintenance Phase
Environmental
Aspect
Climate
Air quality
Geology
Drainage and
hydrology
Summary of Implications and Mitigation
Potential Impacts
Mitigation
The nature and intensity of
rainfall events in an area
have implications for storm
water management.
The corrosive nature of
climatic conditions may
impact on road infrastructure,
including roadside signage
and safety barriers.
Air pollutants can be inhaled
directly from the air, or
ingested from touching
surfaces or objects where
pollutants have settled.
Air pollution may increase
over time due to gradual
increases in traffic volumes
on the road.
The impacts of air quality on
sensitive receptors may
improve as a result of the
subproject, since there will
be a separation of traffic
through the area.
Roadside soils may be
affected by airborne
pollutants emitted by vehicle
exhausts and leaking
petrochemicals during
accidents and breakdowns.
Pollutants settling on the
road surface may be washed
off during rain as runoff.
Runoff from roads produces
a highly variable discharge in
terms of volume and quality.
The designed storm water
drainage system will control
runoff from site.
Provide warning signs and
suggested speed limits during
dangerous conditions.
Regular roadside
maintenance
Significance
Before
Mitigation
Low ( - )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Site
Medium- Partial
Low ( + )
term
mitigation
probable
Ensure compliance with
emission standards applicable
to the area through which the
road is aligned.
Enforce speed limits and
regulate roadworthiness of
vehicles during operation of
the road.
Monitoring of air pollution
levels in potential problem
areas will be undertaken.
Medium ( - )
Local
Mediumterm
Partial
mitigation
unsure
Low (- )
Develop emergency response
procedures to deal with the
containment and clean-up of
hazardous spills.
Design of site drainage
system in line with
topographical features of the
site will control runoff.
Design of site drainage
system in line with
topographical features of the
site will control runoff.
Waste management practices
will be implemented during
operation of the road.
Medium ( - )
Site
Longterm
Full
mitigation
possible
Low ( - )
Low ( - )
Local
Longterm
Partial
mitigation
definite
Low ( + )
56
Environmental
Aspect
Land uses
Summary of Implications and Mitigation
Potential Impacts
Mitigation
The flyover will have positive
impacts both on a local and
regional context in terms of
road improvement and an
improved transportation
regime.
Reduced traffic results in
land gains, which can be
utilized to enhance the
pedestrian space and
increase pedestrian amenity.
The proposed project is
expected to facilitate closer
interaction between the
various land parcels, and
allow an integrated
development approach to the
area, thereby improving the
overall quality of life.
The proposed development
is expected to bring about
positive economic benefits in
the medium to long term.
Local roadside businesses,
public transport, education
and health facilities, etc. are
likely to benefit from the
subproject.
It is envisaged that as a
result of this project,
pedestrian sidewalks and
footpaths will be improved
and increased in size
together with general urban
design elements to create an
environment that is
conducive to pedestrian
activity. This will improve the
safety of pedestrians while
making markets more
Special events management
such as during festivals and
holidays will require extra
policing and barriers to control
movement of pedestrians
during peak traffic flows.
Significance
Before
Mitigation
High ( + )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Local
LongNo
High ( + )
term
mitigation
required
57
Environmental
Aspect
Traffic
Summary of Implications and Mitigation
Potential Impacts
Mitigation
accessible.
Access into and through the
area will be improved.
The future developmental
and event needs (festivals
and holidays) will have better
access to and from the city.
The proposed development
is likely to impact positively
on commercial activities
within the subproject area
and surroundings through
improved access and
rationalization of the area
available for commercial
activities.
Significant reduction in the
number of vehicles passing
through the area by
approximately 58% (as per
traffic surveys) from the
current number of 11,686
vehicles per 12-hour period
The reduction in traffic is
expected to reduce the
number of accidents and
potential conflicts that occur
within the area, thus saving
human life.
Reduced traffic also results
in land gains, which can be
utilized to enhance the
pedestrian space and
increase pedestrian amenity.
The reduced traffic
congestion, conflicts, and
land gains result in a safer
and more efficient circulation
of traffic, which is expected
to facilitate the
No mitigation required
Significance
Before
Mitigation
High ( + )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Regional
Longterm
No
mitigation
required
High ( + )
58
Environmental
Aspect
Health
safety
and
Noise
vibration
and
Summary of Implications and Mitigation
Potential Impacts
Mitigation
reorganization and
rationalization of the public
transport system and
commercial activities.
Traffic increase relate to
impacts such as noise and
air pollution (refer to
discussion below).
The reduction of traffic is
expected to reduce the
number of accidents and
potential conflicts that occur
within the area, thus
improving public safety of
road users.
The reduced traffic
congestion, conflicts and
land gains will result in a
safer and more efficient
circulation of traffic.
Noise pollution caused by
existing road traffic, and
additional traffic with the new
flyover
Expected increase in noise
due to increased traffic is not
expected to impact
significantly on the current
ambient noise levels.
Vibrations are much less
likely to be a cause of
disturbance than noise
levels, but they may become
a problem when vehicles,
especially heavy vehicles,
travel over irregular road
surfaces in close proximity to
Undertake regular road
maintenance to avoid
unacceptable degradation of
carriageways and road
shoulders that may create
dangerous road conditions.
Impose speed limits through
urban areas.
Provide pedestrian walkways
and crossings.
Provide roadside safety
signage.
Monitor road accident
statistics, state of fencing, and
roadside vegetation.
Encourage vehicles to travel
at a constant, efficient cruising
speed.
Ensure appropriate road
surface design and regular
maintenance to minimize
frictional road noise and
vibrations, especially for
heavily used roads near
sensitive receptors.
Regulate roadworthiness of
vehicles.
Monitor noise levels in
potential problem areas.
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
High ( + )
Local
Longterm
Partial
mitigation
probable
High ( + )
Medium ( - )
Local
Longterm
Partial
mitigation
possible
Low
to
Medium ( - )
59
Environmental
Aspect
Aesthetics,
landscape
character, and
sense of place
Summary of Implications and Mitigation
Potential Impacts
Mitigation
sensitive roadside receptors.
The subproject is considered
to be compatible with the
surrounding landscape and
is not likely to impact
negatively on the existing
visual quality or landscape
character of the area; rather,
it is expected to improve the
general environment through
better use of the area.
The flyover will increase the
quality of the tourism
experience being offered, by
enhancing the sense of place
of the subproject area that
originally attracted tourists. It
is anticipated that the
subproject will result in
improved safety and
aesthetics.
The proposed flyover will be
similar in construction and
design to existing bridges in
the area. There will be some
additional urban design
features (e.g. lighting) to
enhance the aesthetics of the
structure and its placement in
the area.
Provide waste disposal
facilities and enforce antilittering campaigns.
Provide assistance with
cleaning and maintenance of
roadside buildings soiled or
stained by air pollutants.
Monitor housekeeping,
littering, and illegal dumping.
Significance
Before
Mitigation
Low ( + )
Assessment of Environmental Impacts
Geographic Duration Mitigation Significance
Spatial
After
Scale
Mitigation
Local
Longterm
Partial
mitigation
probable
Medium (+)
60
D.
Cumulative Environmental Impacts
124. Table 26 presents the cumulative impacts that result from the incremental impacts of
subproject activity on a common resource when added to the impacts of other past, present, or
reasonably foreseeable future activities. Cumulative impacts are identified and predicted in the
same level of detail as the impacts discussed above.
E.
Assessment of No-Go (No-Build) Option
125. Table 27 outlines potential impacts associated with the ―No-Go‖ option. The ―No-Go‖
option involves no additional commitment of resources. Choosing the ―No-Go‖ option has the
same effect as if the decision was never made.
61
Table 26: Summary of Anticipated Potential Cumulative Environmental Impacts
Environmental
Aspect
The removal of
extraneous
traffic
and
increasing
pedestrian amenity
The rationalization
and reorganization
of public transport
and
commercial
activities
The rationalization
and revitalization of
land uses
Summary of Implications and Mitigation
Potential Impacts
Mitigation
The reduction of traffic from current
number of 11,686 vehicles per 12-hour
period by approximately 58% (as per
traffic surveys) would result in reduced
number of accidents and potential
conflicts, thus saving human life as well
as the economy of the region.
In addition, the barriers that the sea of
traffic currently creates is removed, thus
allowing closer interaction among the
various land parcels and allowing an
integrated development approach to the
area and improving the overall quality of
life.
In order to promote the national
imperative of promoting public transport,
it is essential to provide a safe, efficient,
reliable, accessible, convenient, and
coordinated public transport system.
The proposal for construction of an
expressway corridor (flyover) goes a long
way in achieving some of the goals of a
good public transport system.
The direct integration of different modes
of road transport like buses, taxis, auto
rickshaws, etc. results in coordination and
integration of the various modes being
achievable, as well as ensuring that the
public transport system is commuteroriented and friendly in view of the high
number of transfer trips.
The expected land gains as well as the
reduction of traffic through the area
allows for the area to be redeveloped and
revitalized in a coordinated and
integrated manner, ensuring connectivity
among the various land uses, greater
pedestrian/open spaces, and general
urban redesign of the appearance of the
Refer to
tables above
Significance
Before
Mitigation
High ( - )
Assessment of Environmental Impacts
Geographic
Duration Mitigation
Significance
Spatial
After
Scale
Mitigation
Site/local
LongFull
High ( + )
term
mitigation
definite
Refer to
tables above
High ( - )
Site/local
Longterm
Full
mitigation
definite
High ( + )
Refer to
tables above
High ( - )
Site/local
Longterm
Full
mitigation
definite
High ( + )
62
Environmental
Aspect
Summary of Implications and Mitigation
Potential Impacts
Mitigation
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic
Duration Mitigation
Significance
Spatial
After
Scale
Mitigation
area to create a better quality
environment for people.
Improved gateway to the city
Table 27: Summary of Anticipated Potential Environmental Impacts of the No-Build Option
Environmental
Aspect
Climate
Air quality
Geology
Drainage
hydrology
Land use
and
Summary of Implications and Mitigation
Potential Impacts
Mitigation
No obvious impacts
Will remain the same
No impacts on sensitive receptors
during construction
No obvious impacts
No obvious impacts
n/a
None
The subproject area will remain
fragmented with high volumes of traffic,
pedestrians, and commercial activities
competing for limited space.
The number of conflicting usages and
the high vehicular and pedestrian
volumes will continue to act as a barrier
to redevelopment and growth of the
area.
The fragmentation of activities, in
particular the public transport ranks, will
remain inefficient, inconvenient, and
unsafe.
Lack of defined and dedicated trading
space to cater to demand will continue
to result in trading operating at
undesirable locations, exacerbating
problems of congestion and urban
degradation.
Private sector participation and
investment will continue to be inhibited,
which in turn inhibits the possible
None
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic
Duration Mitigation
Spatial Scale
Medium ( - )
Local
High ( - )
Local
Significance
After
Mitigation
Medium ( - )
n/a
n/a
Longterm
High ( - )
63
Environmental
Aspect
Traffic
Health and safety
Noise pollution
Aesthetics,
landscape
character,
sense of place
and
Summary of Implications and Mitigation
Potential Impacts
Mitigation
redevelopment of the area to be able to
realize its full potential, including
tourism.
The number of conflicting usages and
the high vehicular and pedestrian
volumes will continue to result in
considerable congestion and delays to
pedestrians and vehicles.
The high risk of accidents to traffic
users and pedestrians will remain.
Access to future developmental and
event needs to and from the city will
continue to be a problem.
The high levels of traffic and the lack of
suitable pedestrian space will continue
to result in congested pedestrian
walkways and overflow onto the road.
This, together with a lack of adequate
enforcement, will continue to create an
unsafe environment for residents,
pedestrians, and commuters, resulting
in accidents.
Noise pollution will remain the same.
No impacts on sensitive receptors
during construction
Likely to deteriorate, as more land uses
compete for limited space leading to
visual degradation in terms of
congestion, litter, and lack of pedestrian
space
Significance
Before
Mitigation
Assessment of Environmental Impacts
Geographic
Duration Mitigation
Spatial Scale
Significance
After
Mitigation
None
High ( - )
Local
Longterm
High ( - )
None
High ( - )
Local
Longterm
High ( - )
None
Medium ( - )
Local
Longterm
Medium ( - )
None
Medium ( - )
Local
Longterm
Medium ( - )
64
VI. INFORMATION DISCLOSURE, CONSULTATION, AND PARTICIPATION
A.
Public Participation During the Preparation of the IEE
126. The public participation process included identifying interested and affected parties
(stakeholders); informing and providing the stakeholders with sufficient background and
technical information regarding the proposed development; creating opportunities and
mechanisms whereby they can participate and raise their viewpoints (issues, comments, and
concerns) on the proposed development; giving the stakeholders feedback on process findings
and recommendations; and ensuring compliance to process requirements with regards to the
environmental and related legislation.
127. The following methodologies have been used for carrying out public consultation:
(i) Local communities, individuals, traders, and local shopkeepers who are directly
affected were given priority while conducting public consultation.
(ii) Walk-through informal group consultations were held along the proposed flyover
stretch.
(iii) The local communities were informed through public consultation with briefing on
project interventions, including its benefits.
(iv) The environmental concerns and suggestions made by the participants were listed
out and discussed, and suggestions incorporated in the EMP.
128. Different techniques of consultation with stakeholders were used during project
preparation (interviews, public meetings, group discussions, etc.). A questionnaire was
designed and environmental information collected. Apart from this, a series of public
consultation meetings were conducted during the subproject preparation. Various forms of
public consultations (consultation through ad hoc discussions on site) were used to discuss the
subproject and involve the community in planning the subproject design and mitigation
measures.
B.
Notification of Potential Interested and Affected Parties
129. Since the project corridor spans over 2.41 km only, mass information dissemination
about the consultations were not necessary. However, the interested and affected parties were
identified during the course of the initial environmental examination. Key methods employed
included individual interviews, field level observations, community consultations and
discussions, and interviews through a pre-drafted interview schedule. Key respondents included
project-affected persons, shopkeepers/businessmen from the project area, and associations of
shop owners, in addition to daily commuters consulted randomly. In addition to a number of
informal consultations conducted regularly in the project corridor, a total of 47 interested and
affected people, selected on a stratified basis to ensure diversified representation, were formally
interviewed with the help of an interview schedule on 19–20 May 2011. Issues discussed and
feedback received along with details of date, time, location, and list of participants are given in
Appendix 3. To ensure that people directly impacted by the subproject are taken on board on
issues relating to their compensation entitlements and rehabilitation, a number of one-on-one
formal meetings were organized by ERA with Kashmir Manufacturers and Traders Federation
(KMTF), shopkeepers presently housed in buildings likely to be impacted at Magarmal Bagh
and Hari Singh High Street. Minutes of meetings conducted on 14 May 2011, 23 May 2011, and
6 June 2011 with lists of participants are given in Appendix 3. Communication with interested
and affected parties (I&APs) was by telephone and direct discussion, in order to obtain the
65
necessary background information to compile this report. The records of public consultations
are annexed as Appendix 3.
C.
Future Consultation and Disclosure
130. The public consultation and disclosure program will remain a continuous process
throughout the subproject implementation, and shall include the following steps.
D.
Consultation During Detailed Design
131. Focus group discussions (FGD) will be held with affected persons and other
stakeholders to hear their views and concerns, so that these can be addressed in subproject
design wherever necessary. Regular updates on the environmental component of the
subproject will be kept available at the PMU office of ERA.
132. ERA will conduct information dissemination sessions at major intersections and solicit
the help of the local community leaders and prominent citizens to encourage the participation of
the people to discuss various environmental issues.
133. The PMU, with assistance from DSC/PSC, will conduct information dissemination
sessions in the subproject area. During EMP implementation, DSC, PSC, and PMU shall
organize public meetings and will apprise the communities on the progress on the
implementation of EMP in the subproject works.
E.
Consultation During Construction
134. Public meetings will be held with affected communities (if any) to discuss and plan work
programs and allow issues to be raised and addressed once construction has started.
135. Smaller-scale meetings will be held to discuss and plan construction work with local
communities to reduce disturbance and other impacts, and to provide a mechanism through
which stakeholders can participate in subproject monitoring and evaluation.
F.
Project Disclosure
136. A communications strategy is of vital importance in terms of accommodating traffic
during road closure. Local communities will be continuously consulted regarding location of
construction camps, access and hauling routes, and other likely disturbances during
construction. The road closure, together with the proposed detours, will be communicated via
advertising, pamphlets, radio broadcasts, road signages, etc.
137. Public information campaigns via newspaper, radio, and TV will explain the subproject
details to a wider population. Public disclosure meetings at key project stages will inform the
public of progress and future plans.
138. For the benefit of the community, the summary of the IEE will be translated into the local
language and made available at: (i) ERA office; (ii) district magistrate office; and (iii) PMU/PIU.
It will be ensured that hard copies of the IEE are kept at places which are conveniently
accessible to citizens, as a means to disclose the document and at the same time create wider
public awareness. Electronic versions of the IEE will be on the official websites of the ERA and
66
of ADB, after approval of the IEE by ADB. The PIU will issue notification on the starting date of
the subproject in the locality. The notice will be issued by the PIU in local newspapers one
month ahead of the implementation work. Copies of the IEE will be kept in the PMU/PIU office,
and will be distributed to any person willing to consult the IEE.
VII. GRIEVANCE REDRESS MECHANISM
139. Redressal of grievances shall be the responsibility of ERA. In this regard, an efficient
grievance redress mechanism will be kept in place to assist the affected persons in resolving
queries and complaints. The grievance redress mechanism will follow the following approach:
(i) If the affected person has any complaint or grievance, he/she is free to lodge his/her
complaint with the project manager, PIU, JKUSDIP, ERA, who will make efforts to
address the complaint on the ground level. The project manager will make efforts to
redress the grievance within 1 week from the receipt of the grievance.
(ii) In case the affected person is not satisfied or his/her grievance is not redressed, he
can take the matter to the Director Safeguards, who will ensure that the grievance is
redressed within 2 weeks.
(iii) If the Director Safeguards cannot resolve the complaint or the affected person is not
satisfied with the resolution/decision, he/she can take the matter to the chief
executive officer of ERA.
(iv) Affected persons, at any moment in time, are free to approach the court of law at
their own will and expense.
140. Besides the grievance redress mechanism of the subproject, the state has an online
grievance monitoring system known as Awaz-e-Awam, through which affected persons can also
lodge their complaints. The affected persons can lodge their complaints online at
http://www.jkgrievance.nic.in.
141. Apart from the above detailed mechanism for grievances received at the level of ERA,
the provision shall be kept in the EMP of the subproject wherein the contractor will deputize one
environmental safeguard officer who shall be responsible for implementation of EMP, reporting
and grievance redressal on a day-to-day basis. The grievances/complaints received at the level
of the contractor shall be recorded in the complaints register, and shall be forwarded to the DSC
(engineer of the contract) within 48 hours along with the details of action taken to redress the
grievance. The team leader of the DSC shall immediately try to resolve the issues and forward
the details to the project manager of the PIU. If the action taken by the contractor and DSC is
found to be inadequate, then necessary instructions shall be issued by the project manager, PIU
for implementation of rectification measures. Project manager, PIU shall report the matter to the
director safeguards, along with the details on action taken. In order to make it easy for the public
in general to approach the authorities in case of grievances/complaints, information boards with
contact details of the contractor, team leader of DSC, assistant project manager of PIU, deputy
project manager of PIU, and project manager of PIU shall be displayed at all the subproject
sites.
VIII.
ENVIRONMENTAL MANAGEMENT PLAN
142. The EMP will guide the environmentally sound construction of the subproject and ensure
efficient lines of communication between the DSC (engineer), contractors, and PMU/PSC. The
EMP identifies the three phases of development as: (i) site establishment and preliminary
activities; (ii) construction phase; and (iii) post-construction/operational phase.
67
143. The purpose of the EMP is to ensure that the activities are undertaken in a responsible,
non-detrimental manner with the objectives of: (i) providing a proactive, feasible, and practical
working tool to enable the measurement and monitoring of environmental performance on site;
(ii) guiding and controlling the implementation of findings and recommendations of the
environmental assessment conducted for the subproject; (iii) detailing specific actions deemed
necessary to assist in mitigating the environmental impact of the subproject; and (iv) ensuring
that safety recommendations are complied with.
144. A copy of the EMP must be kept onsite during the construction period at all times. The
EMP will be made binding on all contractors operating on the site and will be included in the
contractual clauses. Noncompliance with, or any deviation from, the conditions set out in this
document constitutes a failure in compliance. It shall be noted that the Supreme Court of India11
mandates that those responsible for environmental damage must pay the repair costs both to
the environment and human health and the preventive measures to reduce or prevent further
pollution and/or environmental damage (the ―polluter pays principle‖).
145. The contractor is deemed not to have complied with the EMP if:
(i) within the boundaries of the site, site extensions, and haul/ access roads, there is
evidence of contravention of clauses;
(ii) if environmental damage ensues due to negligence;
(iii) the contractor fails to comply with corrective or other instructions issued by the
engineer/PMU/PIU within a specified time; and
(iv) the contractor fails to respond adequately to complaints from the public.
A.
Institutional Arrangement
146. The subproject will be implemented and monitored by the project implementation unit
(PIU) of ERA, which will be supported by the design and supervision consultant (engineer), and
overall management support shall be provided to ERA by project support consultants (PSC).
ERA will be the executing agency (EA).
147. The safeguard unit of ERA in PMU will monitor the implementation of environmental
covenants with the assistance of the engineer (DSC) and PSC.
148. ERA shall be responsible for ensuring compliance to environmental requirements of the
ADB as well as central/state governments, and reporting the same to ADB. An environmental
management plan (EMP) will be part of the contract with the civil works contractors engaged for
execution of the works. The supervision and implementation of the EMP shall be the
responsibility of the DSC with ERA as monitoring agency (with the assistance of PSC). All the
statutory environmental clearances (at national, state, and local levels) if required (by ERA or by
the civil works contractor) for the implementation of the subproject would be obtained in
compliance with the national, state, and local laws and regulations and in accordance with
ADB’s environmental policy and guidelines.
11
Writ petition no. 657 of 1995. The Supreme Court, in its order dated 4 February 2005, that "The Polluter Pays
Principle means that absolute liability of harm to the environment extends not only to compensate the victims of
pollution, but also to the cost of restoring environmental degradation. Remediation of damaged environment is part of
the process of sustainable development.‖
68
149. ERA (PMU and PIU)
This agency:
(i) complies with all applicable legislation and is conversant with the requirements of the
EMP;
(ii) assesses all activities requiring special attention as specified and/or requested by the
engineer (DSC) and/or safeguards unit of ERA for the duration of the contract;
(iii) ensures that the contractor conducts all activities in a manner that minimizes
disturbance to directly affected residents and the public in general, as advised by the
engineer and/or safeguards unit of ERA; and
(iv) may, on the recommendation of the engineer and/or safeguards unit of ERA, through
the executing agency, order the contractor to suspend any or all works onsite if the
contractor or his subcontractor/supplier fails to comply with the said environmental
specifications.
150. Project Support Consultants (PSC)
This agency:
(i)
is conversant with the requirements of the EMP and all applicable legislation;
(ii) monitors the implementation of EMP on site and recommends requisite measures in
case of noncompliances with ERA; and
(iii) conducts monitoring through environmental monitoring laboratory in consultation with
the safeguards unit of ERA and the engineer.
151. The Engineer (DSC)
This agency:
(i)
complies with all applicable legislation and is conversant with the
requirements of the EMP;
(ii)
arranges information meetings for and consults with interested and affected
parties about the impending construction activities;
(iii)
maintains a register of complaints and queries by members of the public at
the site office. This register is forwarded to the project manager of the PIU on
a weekly basis;
(iv)
enforces and monitors compliance with the requirements of the EMP onsite;
(v)
assesses the contractor’s environmental performance in consultation with the
environmental expert (of DSC); and
(vi)
documents, in conjunction with the contractor, the state of the site prior to
commencing construction activities.
152.
(i)
Environmental Expert of Engineer (DSC)
This individual:
briefs the contractor on the requirements of the environmental specification and/or EMP,
as applicable;
(ii) advises the engineer on the interpretation, implementation, and enforcement of the
environmental specification and other related environmental matters;
(iii) monitors and reports on the performance of the contractor/project in terms of
environmental compliance with the EMP to the engineer and ERA; and
(iv) provides technical advice relating to environmental issues to the Engineer.
69
153.
The Contractor
This individual/agency:
(i) complies with all applicable legislation, is conversant with the requirements of the
EMP, and briefs staff about the requirements of same;
(ii) ensures any subcontractors/suppliers who are utilized within the context of the
contract comply with the environmental requirements of the EMP. The contractor
will be held responsible for noncompliance on their behalf;
(iii) supplies method statements for all activities requiring special attention as specified
and/or requested by the engineer or environmental expert (of engineer) for the
duration of the contract;
(iv) provides environmental awareness training to staff;
(v) bears the costs of any damages/compensation resulting from non-adherence to the
EMP or written site instructions;
(vi) conducts all activities in a manner that minimizes disturbance to directly affected
residents and the public in general, and foreseeable impacts on the environment;
(vii) ensures that the engineer is informed in a timely manner of any foreseeable
activities that will require input from the environmental expert (of engineer);
(viii) appoints one full-time environmental safeguard officer for implementation of
EMP, community liaison, reporting, and grievance redressal on a day-to-day basis.
(ix) receives complaints/grievances from the public, immediately implements the
remedial measures, and reports to the engineer (DSC) within 48 hours.
B.
Capacity Building
154. Training and orientation programs shall be organized by the environmental experts of
engineer (DSC), PSC, and ERA for the contractors, laborers, and technical and office staff of
the contractors, site engineers of DSC, and the relevant staff of the PIU for building their
capacity with regards to principles and procedures of environmental management, pollution
abatement measures, public consultation and participation, health and safety measures,
grievance redress mechanism, and implementation of EMP.
155. Table 28 outlines the site establishment and preliminary activities.
Table 28: Site Establishment and Preliminary Activities
1.
2.
Activity
Management/Mitigation
Legislation, permits,
and agreements
In all instances, ERA, service providers,
contractors, and consultants must remain
in compliance with relevant local and
national legislation.
Proof of compliance to Air Act must be
forwarded by the contractor to PMU/PIU
(in relation to hot mixing, stone crushers,
diesel generators, etc.).
A copy of the EMP must be kept on site
during the construction period.
Access to site will be via existing roads.
The contractor will need to ascertain the
existing condition of the roads and repair
damage due to construction.
The local traffic police department shall
be involved in the planning stages of the
road closure and detour, and shall be
available onsite for the monitoring of
Access to site
Responsible for
Monitoring
All
Engineer
Environmental expert
of engineer (EE)
Engineer
Engineer
Frequency
Prior to moving
onto site and
during
construction
Prior to moving
onto site and
during
construction
At all times
Prior to moving
onto site and
during
construction
Prior to moving
onto site
70
Activity
3.
12
Setting up of
12
construction camp
Management/Mitigation
traffic in the early stages of the operations
during road closure.
The local traffic department must be
informed at least a week in advance if the
traffic in the area will be affected.
The contractors must comply with the
recommendations from the traffic study.
Layout design shall accommodate the
impact on existing traffic flow patterns
(e.g., access points).
The location of all affected services and
servitudes must be identified and
confirmed.
All roads for construction access must be
planned and approved by the engineer
and its environmental expert ahead of
construction activities. They shall not be
created on an ad hoc basis.
No trees, shrubs, or groundcover may be
removed or vegetation stripped without
the prior permission of the
engineer/environmental expert.
Agreed turning areas for haulage vehicles
are to be formalized and used by the
contractor. No turning maneuvers other
than at the designated places shall be
permitted.
Contractors shall construct formal
drainage for all temporary haulage roads
in the form of side drains and miter drains
to prevent erosion and discharge of
runoff.
Choice of site for the contractor’s camp
requires the engineer’s permission and
must take into account location of local
residents, businesses, and existing land
uses, including flood zones and slip/
unstable zones. A site plan must be
submitted to the engineer for approval.
The construction camp may not be
situated on a floodplain or on slopes
greater than 1:3.
Responsible for
Monitoring
Frequency
Engineer
Prior to moving
onto site
Engineer
Prior to moving
onto site
Engineer
Prior to moving
onto site
Engineer
Prior to moving
onto site and
during
construction
Engineer/EE
Before and
during
construction
Engineer
Prior to moving
onto site
Engineer
Prior to moving
onto site
Engineer and EE
During surveys
and preliminary
investigations,
and prior to
moving onto the
site
Engineer and EE
During surveys
and preliminary
investigations
and prior to
moving onto the
site
During site
establishment
and ongoing
weekly
inspections
During set-up
If the contractor chooses to locate the
campsite on private land, he must get
prior permission from both the engineer
and the landowner.
Engineer
In most cases, onsite accommodation will
not be required. The construction camp
can thus be comprised of:
site office
ablution facilities
Engineer
Careful planning of the construction camp can ensure that time and costs associated with environmental
management and rehabilitation are reduced.
71
Activity
Management/Mitigation
designated first aid area
eating areas
staff lockers and showers (where
water and waterborne sewers are
available)
storage areas
batching plant (if required)
refueling areas (if required)
maintenance areas (if required)
crushers (if required)
Cut-and-fill must be avoided where
possible during the set-up of the
construction camp.
The camp must be properly fenced off
and secured.
4.
13
Establishing
equipment lay-down
13
and storage area
The contractor shall make adequate
provision for temporary toilets for the use
of their employees during the construction
phase. Such facilities, which shall comply
with local authority regulations, shall be
maintained in a clean and hygienic
condition. Their use shall be strictly
enforced.
Under no circumstances may open areas
or the surrounding bush be used as a
toilet facility.
Bins and/or skips shall be provided at
convenient intervals for disposal of waste
within the construction camp.
Bins shall have liner bags for efficient
control and safe disposal of waste.
Recycling and the provision of separate
waste receptacles for different types of
waste shall be encouraged.
Choice of location for equipment laydown and storage areas must take into
account prevailing winds, distances to
adjacent land uses, general on-site
topography, and water erosion potential
of the soil. Impervious surfaces must be
provided where necessary.
Storage areas shall be secure so as to
minimize the risk of crime. They shall also
be safe from access by children, animals,
etc.
It is very important that the proximity of
residents, businesses, schools, etc. is
taken into account when deciding on
storage areas for hazardous substances
or materials. Residents living adjacent to
the construction site must be notified of
the existence of the hazardous storage
Responsible for
Monitoring
Frequency
Engineer
During site setup
Engineer
During site
establishment
and ongoing
weekly
inspections
During site
establishment
and ongoing –
weekly
inspections
Engineer
Engineer
Ongoing
Engineer
During site setup and ongoing
EE
Ongoing
EE
During site setup and ongoing
EE
During site setup
EE
During site setup
EE
During site setup
Storage areas can be hazardous and unsightly and can cause environmental pollution if not designed and
managed carefully
72
Activity
5.
14
Materials
management –
14
sourcing
Management/Mitigation
area.
Equipment lay-down and storage areas
must be designated, demarcated, and
fenced if necessary.
Fire prevention facilities must be present
at all storage facilities.
Proper storage facilities for the storage of
oils, paints, grease, fuels, chemicals, and
any hazardous materials to be used must
be provided to prevent the migration of
spillage into the ground and groundwater
regime around the temporary storage
areas. These pollution prevention
measures for storage shall include a bund
wall high enough to contain at least 110%
of any stored volume. The contractor
shall submit a method statement to the
engineer for approval.
These storage facilities (including any
tanks) must be on an impermeable
surface that is protected from the ingress
of storm water from surrounding areas in
order to ensure that accidental spillage
does not pollute local soil or water
resources.
Fuel tanks must meet relevant
specifications and be elevated so that
leaks may be easily detected.
Material safety data sheets (MSDSs)
shall be readily available on site for all
chemicals and hazardous substances to
be used on site. Where possible and
available, MSDSs shall additionally
include information on ecological impacts
and measures to minimize negative
environmental impacts during accidental
releases or escapes.
Staff dealing with these materials/
substances must be aware of their
potential impacts and follow the
appropriate safety measures. The
contractor must ensure that its staff are
made aware of the health risks
associated with any hazardous
substances used, have been provided
with the appropriate protective
clothing/equipment in case of spillages or
accidents, and have received the
necessary training.
Contractors shall submit a method
statement and plans for the storage of
hazardous materials and emergency
procedures.
Contractors shall prepare a source
statement indicating the sources of all
materials (including topsoil, sands,
Responsible for
Monitoring
Frequency
EE
During site setup
EE
During site setup
During site setup and ongoing
EE
EE
During site setup and ongoing
Engineer and
contractor
During site setup and
monitored
Ongoing
Engineer and
contractor
EE and contractor
Ongoing
Engineer and EE
Prior to
establishment of
storage area
Engineer and EE
On award of
contract
Materials must be sourced in a legal and sustainable way to prevent offsite environmental degradation.
73
Activity
6.
15
Education of site
staff on general and
environmental
15
conduct
Management/Mitigation
natural gravels, crushed stone, asphalt,
clay liners, etc.), and submit these to the
engineer for approval prior to
commencement of any work.
Where possible, a signed document from
the supplier of natural materials shall be
obtained, confirming that they have been
obtained in a sustainable manner and in
compliance with relevant legislation.
Where materials are borrowed (mined),
proof must be provided of authorization to
utilize these materials from the
landowner/material rights owner and the
Department of Geology and Mining.
Ensure that all site personnel have a
basic level of environmental awareness
training.
Responsible for
Monitoring
Frequency
EE
On receipt of
natural materials
EE
On receipt of
borrowed
(mined) materials
EE
During staff
induction and
ongoing
Staff operating equipment (such as
excavators, loaders, etc.) shall be
adequately trained and sensitized to any
potential hazards associated with their
task.
No operator shall be permitted to operate
critical items of mechanical equipment
without having been trained by the
contractor.
EE and contractor
All employees must undergo safety
training and wear the necessary
protective clothing.
EE and contractor
A general regard for the social and
ecological well-being of the site and
adjacent areas is expected of the site
staff. Workers need to be made aware of
the following general rules:
no alcohol/drugs onsite;
prevent excessive noise;
construction staff are to make use of
the facilities provided
for them, as opposed to ad hoc
alternatives (e.g. fires for
cooking, the use of surrounding
bushes as toilet facility);
no fires permitted onsite;
trespassing on private/commercial
properties adjoining the site is
forbidden;
other than pre-approved security
staff, no workers shall be
permitted to live on the construction
site; and
no worker may be forced to do work
that is potentially dangerous or that
EE
During staff
induction,
followed by
ongoing
monitoring
During staff
induction,
followed by
ongoing
monitoring
During staff
induction,
followed by
ongoing
monitoring
During staff
induction,
followed by
ongoing
monitoring
EE and contractor
These points need to be made clear to all staff onsite before the subproject begins.
74
Activity
6.
7.
8.
16
Management/Mitigation
16
Social impacts
Noise impacts
17
Dust/air pollution
he/she is not trained to do.
Open liaison channels shall be
established between the site owner, the
developer, operator, contractors, and
interested and affected parties such that
any queries, complaints, or suggestions
can be dealt with quickly and by the
appropriate persons.
A communications strategy is of vital
importance in terms of accommodating
traffic during road closure. The road
closure, together with the proposed
detour, needs to be communicated via
advertising, pamphlets, radio broadcasts,
road signage, etc.
Advance road signage must indicate the
road detour and alternative routes.
Provide signboards for pedestrians to
inform them of nature and duration of
construction works, and contact numbers
for concerns/complaints.
Storage facilities, elevated tanks, and
other temporary structures onsite shall be
located such that they have as little visual
impact on local residents as possible.
In areas where the visual environment is
particularly important (e.g. along
commercial/tourism routes) or where
there are privacy concerns for
surrounding buildings, the site may
require screening. This could be in the
form of a shade cloth, temporary walls, or
other suitable materials prior to the
beginning of construction.
Special attention shall be given to the
screening of highly reflective materials
onsite.
Construction vehicles are be to fitted with
standard silencers prior to the beginning
of construction
Equipment that is fitted with noise
reduction facilities (e.g. side flaps,
silencers, etc.) will be used as per
operating instructions and maintained
properly during site operations.
Vehicles traveling along access roads
must adhere to speed limits to avoid
creating excessive dust.
Camp construction/haulage road
construction areas that have been
stripped of vegetation must be dampened
periodically to avoid excessive dust.
The contractor must make alternative
arrangements (other than fires) for
Responsible for
Monitoring
Frequency
EE
Prior to moving
onto site and
ongoing
EE
Prior to moving
onto site and
ongoing
EE
Prior to moving
onto site and
ongoing
Engineer and EE
During surveys
and preliminary
investigations
and site set-up
During surveys
and preliminary
investigations
and site set-up
Engineer and EE
EE
During site setup
Contractor
Contractor
EE
Ongoing
EE
Ongoing; more
frequently during
dry and windy
conditions
Ongoing.
Engineer
It is important to take notice of the needs and wishes of those living or working adjacent to the site. Failure to do so
can cause disruption of work.
17
Establishment of the campsite and related temporary works can reduce air quality.
75
Activity
9.
Soil erosion
10.
11.
18
19
18
Storm water
19
Water quality
Management/Mitigation
cooking and/or heating requirements.
LPG gas cookers may be used provided
that all safety regulations are followed.
The time that stripped areas are left open
to exposure shall be minimized whenever
possible. Care shall be taken to ensure
that lead times are not excessive.
Wind screening and storm water control
shall be undertaken to prevent soil loss
from the site.
Procedures that are in place to conserve
topsoil during the construction phase of
the subproject are to be applied to the
set-up phase, i.e. topsoil is to be
conserved while providing access to the
site and setting up the camp.
To prevent storm water damage, the
increase in storm water runoff resulting
from construction activities must be
estimated, and the drainage system
assessed accordingly. A drainage plan
must be submitted to the engineer for
approval and must include the location
and design criteria of any temporary
stream crossings (siting and return
period, etc.).
During site establishment, storm water
culverts and drains are to be located and
covered with metal grids to prevent
blockages if deemed necessary by the
engineer. (e.g. due to demolition work).
Temporary cut-off drains and berms may
be required to capture storm water and
promote infiltration.
Storage areas that contain hazardous
substances must be bunded with an
approved impermeable liner.
Spills in bunded areas must be cleaned
up, removed, and disposed of safely
away from the bunded area as soon after
detection as possible to minimize
pollution risk and reduced bunding
capacity.
A designated bunded area is to be set
aside for vehicle washing and
maintenance. Materials caught in this
bunded area must be disposed of at a
suitable waste site or as directed by the
engineer.
Provision shall be made during set up for
all polluted runoff to be treated with the
engineer’s approval before being
discharged into the storm water system.
(This will be required for the duration of
Responsible for
Monitoring
Frequency
Engineer and EE
Throughout the
duration of the
subproject
Engineer and EE
During site setup
Engineer and EE
Daily monitoring
during site set-up
Engineer
During surveys
and preliminary
Investigations
Engineer
During site setup
Engineer and EE
During site setup
Engineer
During site setup
Engineer and EE
During site setup
Engineer and EE
During site setup
Engineer and EE
During site setup and to be
monitored
weekly
Serious financial and environmental impacts can be caused by unmanaged storm water.
Incorrect disposal of substances and materials and polluted runoff can have serious negative effects on
groundwater quality.
76
Activity
12.
Conservation of the
natural
20
environment
13.
Set-up of waste
management
procedure
14.
Cultural environment
15.
Security and safety
Management/Mitigation
the project.)
No vegetation may be cleared without
prior permission from the engineer.
Trees that are not to be cleared shall be
marked beforehand with danger tape.
The environmental expert of the engineer
(DSC) must be given a chance to mark
vegetation that is to be conserved before
the contractor begins clearing the site.
Care must be taken to avoid the
introduction of alien plant species to the
site and surrounding areas. (Particular
attention must be paid to imported
material.)
The excavation and use of rubbish pits
onsite is forbidden.
Responsible for
Monitoring
Frequency
Engineer and EE
During site setup and ongoing
Engineer and EE
During site setup
EE
Ongoing in
campsite,
haulage areas
EE
Ongoing
Burning of waste is forbidden.
EE
Ongoing
Prior to the commencement of
EE
During site setconstruction, all staff need to know what
up and ongoing
possible archaeological or historical
objects of value may look like, and shall
notify the engineer/contractor should such
an item be uncovered.
Lighting onsite is to be set up to provide
Engineer
During site setmaximum security and to enable easier
up
policing of the site, without creating a
visual nuisance to local residents or
businesses.
Material stockpiles or stacks, such as
Engineer and EE
Ongoing
pipes, must be stable and well secured to
avoid collapse and possible injury to site
workers and local residents.
Flammable materials shall be stored as
Engineer and EE
Ongoing
far as possible from adjacent residents/
businesses.
All interested and affected parties shall be Engineer and EE
24 hours prior to
notified in advance of any known potential
activity in
risks associated with the construction site
question
and the activities on it. Examples are:
stringing of power lines
earthworks/earthmoving machinery
on steep slopes above houses/
infrastructure
risk to residences along haulage
roads/access routes
DSC = design and supervision consultant; EE = environmental expert of DSC/engineer
156. Table 29 outlines management of construction activities and workforce.
Table 29: Management of Construction and Workforce Activities
20
Alien plant encroachment is particularly damaging to natural habitats, and is often associated with disturbance of
the soil during construction activities. Care must be taken to conserve existing plant and animal life in and
surrounding the site.
77
Activity
1.
2.
3.
Access to site
Maintenance of
construction camp
Staff conduct
Management/Mitigation
Contractors shall ensure that all side
and miter drains and scour check walls
on access and haul roads are
functioning properly and are well
maintained.
Contractors shall ensure that access
roads are maintained in good condition
by attending to potholes, corrugations,
and storm water damage as soon as
these develop.
If necessary, staff must be employed to
clean surfaced roads adjacent to
construction sites where materials have
been spilt.
Unnecessary compaction of soils by
heavy vehicles must be avoided;
construction vehicles must be restricted
to demarcated access, haulage routes,
and turning areas.
Cognizance of vehicle weight/
dimensions must be taken when using
access constructed out of certain
materials, e.g. paved surfaces/cobbled
entranceways.
The contractor must monitor and
manage drainage of the campsite to
avoid standing water and soil erosion.
Runoff from the campsite must not
discharge into neighbors’ properties.
Toilets are to be maintained in a clean
state and shall be moved to ensure that
they adequately service the work areas.
The Contractor is to ensure that open
areas or the surrounding bush are not
being used as a toilet facility.
The contractor shall ensure that all litter
is collected from the work and camp
areas daily.
Bins and/or skips shall be emptied
regularly, and waste shall be disposed
of at the pre-approved site. Waybills for
all such disposals are to be kept by the
contractor for review by the
engineer/EE.
The contractor shall ensure that all litter
is collected from the work and camp
areas daily.
Eating areas shall be regularly serviced
and cleaned to ensure the highest
possible standards of hygiene and
cleanliness.
The contractor shall ensure that his
camp and working areas are kept clean
and tidy at all times.
The contractor must monitor the
performance of construction workers to
ensure that the points relayed during
their induction have been properly
understood and are being followed. If
Responsible for
Monitoring
Engineer
Frequency
Weekly and after
heavy rains
Engineer
Weekly inspection
Contractor
When necessary
Contractor
Ongoing monitoring
Engineer
Ongoing monitoring
Engineer
Ongoing monitoring
Engineer
Ongoing monitoring
Contractor
Weekly inspection
Contractor
Weekly inspection
Contractor
Ongoing monitoring
Contractor
Weekly inspection
Contractor
Ongoing monitoring
Contractor
Daily monitoring
Contractor and
engineer
Weekly monitoring
Contractor and
Engineer
Ongoing monitoring
78
Activity
4.
5.
21
Dust and air
21
pollution
Soil erosion
Management/Mitigation
necessary, the EE and/or a translator
shall be called to the site to further
explain aspects of environmental or
social behavior that are unclear.
The rules explained in the worker
conduct section must be followed at all
times.
Vehicles traveling to and from the
construction site must adhere to speed
limits so as to avoid producing
excessive dust.
A speed limit of 30 kph must be adhered
to on all dirt roads.
Access and other cleared surfaces must
be dampened whenever possible,
especially in dry and windy conditions,
to avoid excessive dust.
Where dust is unavoidable in residential
or commercial areas, screening will be
required, utilizing wooden supports and
shade cloth.
Vehicles and machinery are to be kept
in good working order to meet
manufacturers’ specifications for safety,
fuel consumption, etc.
Should excessive emissions be
observed, the contractor is to have the
equipment seen to as soon as possible.
No fires are allowed onsite except for
the burning of firebreaks.
Once an area has been cleared of
vegetation, the top layer (nominally 150
mm) of soil shall be removed and
stockpiled in the designated area.
The full length of the works shall not be
stripped of vegetation prior to
commencing other activities. The time
that stripped areas are exposed shall be
minimized wherever possible.
Topsoiling and revegetation shall
commence immediately after the
completion of an activity, and at an
agreed distance behind any particular
work front.
Storm water control and wind screening
shall be undertaken to prevent soil loss
from the site.
Side tipping of spoil and excavated
materials shall not be permitted; all spoil
material shall be disposed of as directed
22
by the engineer.
Battering of all banks shall be such that
cut-and-fill embankments are no steeper
than previous natural slopes unless
Responsible for
Monitoring
Frequency
Contractor and
engineer
Ongoing monitoring
Engineer
Ongoing monitoring
Engineer
Ongoing monitoring
Engineer
Ongoing monitoring
Engineer
As directed by the
engineer
Contractor
Ongoing monitoring
Engineer
As directed by the
engineer
Engineer
Ongoing monitoring
Contractor
Ongoing monitoring
Engineer and
contractor
Ongoing monitoring
Contractor
As each activity is
completed
Engineer
Ongoing monitoring
Engineer
Ongoing monitoring
Engineer and
contractor
As the cut-and-fill
activity is
completed
Main causes of air pollution during construction are dust from vehicle movements and stockpiles, vehicle
emissions, and fires.
22
3
Estimated total volume of unused excavated material to be disposed of is 26,257 m .
79
Activity
6.
Storm water
Management/Mitigation
otherwise permitted by the engineer.
Cut-and -fill embankments steeper than
previous ground levels shall be
revegetated immediately on completion
of trimming, or shall be protected
against erosion using bioengineered
stabilization measures.
All embankments, unless otherwise
directed by the engineer, shall be
protected by a cut-off drain to prevent
water from cascading down the face of
the embankment and causing erosion.
The contractor shall not in any way
modify nor damage the banks or bed of
streams, rivers, wetlands, or other open
water bodies and drainage lines
adjacent to or within the designated
area, unless required as part of the
construction project specification.
Where such disturbance is unavoidable,
modification of water bodies shall be
kept to a minimum in terms of removal
of riparian vegetation and opening up of
the stream channel.
Earth, stone, and rubble are to be
properly disposed of so as not to
obstruct natural water pathways over
the site, i.e., these materials must not
be placed in storm water channels,
drainage lines, or rivers.
There shall be a periodic checking of
the site’s drainage system to ensure
that the water flow is unobstructed.
The use of high-velocity storm water
pipelines shall be avoided in favor of
open, high friction, semipermeable
channels wherever feasible.
A number of smaller storm water outfall
points shall be constructed, rather than
a few large outfall points.
Storm water outfalls shall be designed
to reduce flow velocity and avoid stream
bank and soil erosion.
During construction, unchanneled flow
must be controlled to avoid soil erosion.
Where large areas of soil are left
exposed, rows of straw/hay or bundles
of cut vegetation shall be dug into the
soil in contours to slow surface wash
and capture eroded soil. The spacing
between rows will be dependent on
slope.
Where surface runoff is concentrated
(e.g. along exposed roadways/tracks),
flow shall be slowed by contouring with
hay bales or bundled vegetation
generated during site clearance
operation. If the area must be used for
construction vehicles, berms may be
used instead. The berms must be at
Responsible for
Monitoring
Frequency
Engineer
Immediately after the
creation of the
embankment/stripping
of vegetation
Contractor
Ongoing monitoring
Engineer
Monitoring throughout
the duration of the
project
Engineer and
contractor
Monthly inspection
Engineer and
contractor
As directed by the
engineer
Engineer and
contractor
As directed by the
engineer
Engineer and
contractor
As directed by the
engineer
Engineer and
contractor
As surfaces become
exposed
Engineer and
contractor
Ongoing monitoring
80
Activity
7.
8.
23
23
Water quality
Conservation of
natural
environment
Management/Mitigation
least 30 cm high and well compacted.
The berms shall channel concentrated
flow into detention ponds or areas
protected with hay bales for flow
reduction and sediment capture.
Mixing/decanting of all chemicals and
hazardous substances must take place
either on a tray or on an impermeable
surface. Waste from these shall then be
disposed of at a suitable waste site.
Every effort shall be made to ensure
that any chemicals or hazardous
substances do not contaminate the soil
or ground water on site.
Care must be taken to ensure that
runoff from vehicle or plant washing
does not enter the ground water. Wash
water must be passed through a threechamber oil-grease trap prior to being
discharged as effluent to a regular
municipal sewer.
Site staff shall not be permitted to use
any stream, river, other open water
body, or natural water source adjacent
to or within the designated site for the
purposes of bathing, washing of
clothing, or for any construction or
related activities. Municipal water (or
another source approved by the
engineer) shall instead be used for all
activities such as washing of equipment
or disposal of any type of waste, dust
suppression, concrete mixing,
compacting, etc.
Emergency contact numbers of the
SPCB shall be referred to in order to
deal with spillages and contamination of
aquatic environments.
As the work front progresses, the
contractor is to check that vegetation
clearing has the prior permission of the
engineer.
Only trees that have not been marked
beforehand are to be removed.
Gathering of firewood, fruit, plants,
crops, or any other natural material on
site or in areas adjacent to the site is
prohibited.
The hunting of birds and animals onsite
and in surrounding areas is forbidden.
Immediate revegetation of stripped
areas and removal of alien species by
deweeding must take place. This
significantly reduces the amount of time
Responsible for
Monitoring
Frequency
Contractor
Regular monitoring
(refer to the
environmental
monitoring program)
Contractor
Regular monitoring
(refer to the
environmental
monitoring program)
Regular monitoring
(refer to the
environmental
monitoring program)
Contractor
Contractor
Regular monitoring
(refer to the
environmental
monitoring program)
Engineer and
contractor
As necessary
Engineer
Ongoing monitoring
Contractor
Ongoing monitoring
Contractor
Ongoing monitoring
Contractor
Ongoing monitoring
Contractor
Ongoing monitoring
Water quality is affected by the incorrect handling of substances and materials. Soil erosion, sediment,
mismanagement of polluted runoff from vehicle, and plant washing and wind dispersal of dry materials into rivers and
watercourses are detrimental to water quality.
81
Activity
9.
10.
Materials
management
Waste
management
Management/Mitigation
and money that must be spent on alien
plant management during rehabilitation.
Alien vegetation encroachment onto the
site as a result of construction activities
must be controlled during construction.
Where possible, cleared indigenous
vegetation shall be kept in a nursery for
use at a later stage in the site
rehabilitation process.
Stockpiles shall not be situated such
that they obstruct natural water
pathways.
Stockpiles shall not exceed 2 m in
height unless otherwise permitted by the
engineer.
If stockpiles are exposed to windy
conditions or heavy rain, they shall be
covered either by vegetation or with
cloth, depending on the duration of the
project. Stockpiles may further be
protected by the construction of berms
or low brick walls around their bases.
Stockpiles shall be kept clear of weeds
and alien vegetation growth by regular
deweeding.
All concrete mixing must take place on a
designated impermeable surface.
No vehicles transporting concrete to the
site may be washed onsite.
No vehicles transporting, placing, or
compacting asphalt or any other
bituminous product may be washed
onsite.
Lime and other powders must not be
mixed during excessively windy
conditions.
All substances required for vehicle
maintenance and repair must be stored
in sealed containers until they can be
disposed of/removed from the site.
Hazardous substances/materials are to
be transported in sealed containers or
bags.
Spraying of herbicides/pesticides shall
not take place under windy conditions.
Refuse must be placed in designated
skips/bins which must be regularly
emptied. These shall remain within
demarcated areas and shall be
designed to prevent refuse from being
blown by wind.
In addition to the waste facilities within
the construction camp, provision must
be made for waste receptacles to be
placed at intervals along the work front.
Littering onsite is forbidden, and the site
shall be cleared of litter at the end of
each working day.
Recycling is to be encouraged by
Responsible for
Monitoring
Frequency
Contractor
Twice-monthly
monitoring
Contractor
As the work front
progresses
Engineer and
contractor
Location as directed
by the engineer
Engineer
Location as directed
by the engineer
Contractor
As necessary
Contractor
Monthly monitoring
Contractor
Ongoing monitoring
Contractor
Ongoing monitoring
Contractor
Monthly monitoring
Contractor
As necessary
Contractor
Ongoing monitoring
Engineer and
contractor
Ongoing monitoring
Contractor
As necessary
Contractor
Ongoing monitoring
Contractor
Ongoing monitoring
Contractor
Ongoing monitoring
Contractor
Ongoing monitoring
82
Activity
11.
24
Management/Mitigation
24
Social impacts
providing separate receptacles for
different types of waste, and making
sure that staff are aware of their uses.
All waste must be removed from the site
and transported to a disposal site.
Waybills proving disposal at each site
shall be provided for the engineer’s
inspection.
Construction rubble shall be disposed of
in pre-agreed, demarcated spoil dumps
that have been approved by the
engineer, or at disposal sites.
Waste from toilets shall be disposed of
regularly and in a responsible manner.
Care must be taken to avoid
contamination of soils and water,
pollution, and nuisance to adjoining
areas.
Hazardous waste disposal must be
carried out by the contractor in a
responsible manner at an approved site.
Waybills for this shall be provided.
A sump (earth or other) must be created
for concrete waste. This is to be
desludged regularly, and the cement
waste is to be removed to the approved
disposal site.
Contractor’s activities and movement of
staff shall be restricted to designated
construction areas.
Should the construction staff be
approached by members of the public or
other stakeholders, they shall assist
them in locating the engineer or
contractor, or provide a number by
which they may contact the engineer or
contractor.
The conduct of the construction staff
when dealing with the public or other
stakeholders shall be in a manner that is
polite and courteous at all times. Failure
to adhere to this requirement may result
in the removal of staff from the site by
the engineer.
Disruption of access for local residents
must be minimized and must have the
engineer’s permission.
Provide walkways and metal sheets
where required to maintain access
across for people and vehicles.
Increase workforce in front of critical
areas such as institutions, places of
worship, business establishments,
hospitals, and schools.
Consult businesses and institutions
Responsible for
Monitoring
Frequency
Engineer and
contractor
Checked at each site
meeting
Engineer and
contractor
Ongoing monitoring
Contractor
Weekly monitoring
Contractor and
engineer
Ongoing monitoring
Engineer and
contractor
Ongoing monitoring
Engineer
Ongoing
Engineer and
contractor
Ongoing monitoring
Engineer
Ongoing monitoring
Engineer
Ongoing monitoring
Contractor
Ongoing monitoring
Contractor
Ongoing monitoring
Engineer and
At least 1 week prior
Regular communication between the contractor and the interested and affected parties is important for the duration
of the contract.
83
Activity
Management/Mitigation
regarding operating hours, and factor
this in work schedules.
The contractor is to inform neighbors in
writing of disruptive activities at least 24
hours beforehand. This can take place
by way of leaflets placed in the
postboxes giving the engineer’s and
contractor’s details or other method
approved by the engineer. Provide
signboards for pedestrians to inform
them of nature and duration of
construction works and contact numbers
for concerns/complaints.
Lighting on the construction site shall be
pointed downwards and away from
oncoming traffic and nearby houses.
The site must be kept clean to minimize
visual impact.
If screening is being used, this must be
moved and re-erected as the work front
progresses.
Machinery and vehicles are to be kept in
good working order for the duration of
the project to minimize noise nuisance
to neighbors.
Notice of particularly noisy activities
must be given to residents/businesses
adjacent to the construction site.
Examples of these include noise
generated by jackhammers, diesel
generator sets, excavators, etc., drilling,
and dewatering pumps.
Noisy activities must be restricted to the
times given in the project specification
or general conditions of the contract.
The engineer and contractor are
responsible for ongoing communication
with those people who are interested in
or affected by the project.
A complaints register (refer to the
grievance redress mechanism) shall be
housed at the site office. This shall be in
carbon copy format, with numbered
pages. Any missing pages must be
accounted for by the contractor. This
register is to be tabled during monthly
site meetings.
Interested and affected parties need to
be made aware of the existence of the
complaints book, and the methods of
communication available to them.
Queries and complaints are to be
handled by: (i) documenting details of
such communications; (ii) submitting
these for inclusion in complaints
register; (iii) bringing issues to
engineer’s attention immediately; and
(iv) taking remedial action as per
engineer’s instruction.
Responsible for
Monitoring
contractor
Engineer and
contractor
Frequency
to the activity taking
place
At least 24 hours prior
to the activity taking
place
Engineer
Ongoing monitoring
Engineer
Weekly monitoring
Engineer
Ongoing monitoring
Contractor
Ongoing monitoring
Engineer and
contractor
At least 24 hours prior
to the activity taking
place
Engineer
Ongoing monitoring
Engineer and
contractor
Contractor
Monthly monitoring
Engineer and
contractor
Ongoing monitoring
Contractor
Ongoing monitoring
84
Activity
Management/Mitigation
Responsible for
Monitoring
Contractor
Selected staff are to be made available
for formal consultation with the
interested and affected parties in order
to explain construction process and
answer questions.
12. Cultural
Possible items of historical or
Engineer
environment
archaeological value include old stone
foundations, tools, clayware, jewelry,
remains, fossils, etc.
If something of this nature should be
Engineer and EE
uncovered, ASI or the State Department
of Archaeology shall be contacted and
work shall be stopped immediately.
13. Environment
Contractor shall appoint one
Engineer and EE
safeguard officer
environment safeguard officer who shall
be responsible for assisting contractor in
implementation of EMP, community
liaison, consultations with
interested/affected parties, reporting,
and grievance redressal on a day-to-day
basis.
ASI = Archeological Survey of India; EE = environmental expert of engineer (DSC).
Frequency
Ongoing monitoring
As required
As required
Person to be
appointed before start
of construction
activities, and shall
remain available
throughout the project
duration
157. Table 30 outlines the post-construction activities.
Table 30: Post-Construction Activities
Activities
1.
2.
Construction camp
Vegetation
Management/Mitigation
All structures comprising the construction
camp are to be removed from site.
The area that previously housed the
construction camp is to be checked for
spills of substances such as oil, paint,
etc., and these shall be cleaned up.
All hardened surfaces within the
construction camp area shall be ripped,
all imported materials removed, and the
area shall be topsoiled and regrassed
using the guidelines set out in the
revegetation specification that forms part
of this document.
The contractor must arrange the
cancellation of all temporary services.
All areas that have been disturbed by
construction activities (including the
construction camp area) must be cleared
of alien vegetation.
Open areas are to be replanted as per
the revegetation specification.
All vegetation that has been cleared
during construction is to be removed from
site or used as much as per the
revegetation specification (except for
seeding alien vegetation).
The contractor is to water and maintain all
planted vegetation until the end of the
defects liability period, and is to submit a
method statement regarding this to the
engineer.
Responsible for
Monitoring
Engineer
Engineer
Frequency
Subproject
completion
Subproject
completion
Engineer
Subproject
completion
Engineer
Subproject
completion
Subproject
completion
Engineer
Engineer
Engineer
Engineer
Subproject
completion
Subproject
completion
Subproject
completion
85
Activities
3.
Land rehabilitation
Management/Mitigation
All surfaces hardened due to construction
activities are to be ripped and imported
materials removed.
All rubble is to be removed from the site
to an approved disposal site. Burying of
rubble onsite is prohibited.
The site is to be cleared of all litter.
Surfaces are to be checked for waste
products from activities such as
concreting or asphalting, and cleared in a
manner approved by the engineer.
All embankments are to be trimmed,
shaped, and replanted to the satisfaction
of the engineer.
Borrow pits are to be closed and
rehabilitated in accordance with the preapproved management plan for each
borrow pit. The contractor shall liaise with
the engineer regarding these
requirements.
The contractor is to check that all
watercourses are free from building
rubble, spoil materials, and waste
materials.
4.
Materials and
Fences, barriers, and demarcations
infrastructure
associated with the construction phase
are to be removed from the site unless
otherwise stipulated by the engineer.
All residual stockpiles must be removed
to spoil or spread onsite as directed by
the engineer.
All leftover building materials must be
returned to the depot or removed from the
site.
The contractor must repair any damage
that the construction work has caused on
neighboring properties.
5.
General
A meeting is to be held onsite among the
engineer, EE, and contractor to approve
all remediation activities and to ensure
that the site has been restored to a
condition approved by the engineer.
Temporary roads must be closed, and
access across these blocked.
Access or haulage roads that were built
across watercourses must be
rehabilitated by removing temporary
bridges and any other materials placed in
or near to watercourses. Revegetation of
banks or streambeds is necessary to
stabilize these, and must be approved by
the engineer.
All areas where temporary services were
installed are to be rehabilitated to the
satisfaction of the engineer.
EE = environmental expert of engineer (DSC).
Responsible for
Monitoring
Contractor
Frequency
Subproject
completion
Contractor
Subproject
completion
Contractor
Subproject
completion
Subproject
completion
Contractor
Engineer and
contractor
Subproject
completion
Engineer
Subproject
completion
Contractor
Subproject
completion
Engineer
Subproject
completion
Engineer
Subproject
completion
Contractor
Subproject
completion
Contractors
As directed by
the engineer
Engineer and EE
Engineer and
contractor
Upon completion
of the
construction and
maintenance
phases
Upon completion
of construction
Upon completion
of construction
Engineer and
contractor
Upon completion
of construction
Engineer and EE
86
C.
Environmental Monitoring Program
158. Table 31 outlines the environmental monitoring program to ensure implementation of the
management and mitigitation measures specified in the EMP. The table shall be read within the
context of the entire EMP.
Table 31: Environmental Monitoring Program
Aspect
Parameter
Standards
1. Site establishment and preliminary activities
Legislation,
Consent for
Air Act
permits, and
establishment and
Water Act
agreements
consent to operate
Noise Act
(in relation to hot
mixing, wet mixing,
batching plant, stone
crushers, and diesel
generators)
Cutting permit for
Jammu and
scheduled trees
Kashmir
Preservation
of Species
Act
Copy of EMP
EARF and
ADB SPS
Access to
site
Existing conditions
EMP
Road closures and
traffic rerouting
Traffic
management
plan and
EMP
Traffic
management
plan and
EMP
Notifications and
road signages
Location
Duration /
Frequency
Implementation
Supervision
-
Prior to
moving onto
site and
during
construction
Contractor
Engineer/EE/
PMU/PSC
-
Prior to
moving onto
site
Engineer and
PIU
PMU/PSC
Subproject
site, offices,
website,
library, etc.
All access
and haul
roads
All affected
roads
At all times
Contractor,
engineer, and
EE
PMU/PSC
Prior to
moving onto
site
One week in
advance of
the activity
Engineer, EE,
and contractor
PMU/PSC
Engineer and
EE
PMU/PSC
All affected
roads
1 week in
advance of
the activity
PMU/PSC
Prior to
moving onto
site
Prior to
moving onto
site and
during site
set-up
Prior to
procurement
of materials
During staff
induction,
followed by
schedule as
determined
Prior to
moving onto
site and
ongoing
Engineer and
EE in
coordination
with the
contractor and
traffic police
Contractor with
the Engineer
and EE
Contractor with
the engineer
and EE
Contractor with
the engineer
and EE
Contractor with
the engineer
and EE
PMU/PSC
Contractor with
the engineer,
EE, and
PIU/PSC
PMU
Construction
camp
Approval of location
and facilities
EMP
As identified
Equipment
lay-down
and storage
area
Approval of location
and facilities
EMP
As identified
Materials
management
– sourcing
Education of
site staff
Approval of sources
and suppliers
EMP
As identified
Awareness level
training
- Environment
- Health and safety
EMP and
records
-
Social
impacts
Public consultations,
information
disclosure,
communication
EARF, ADB
SPS, and
EMP
Subproject
site
PMU/PSC
PMU/PSC
PMU/PSC
87
Aspect
Parameter
Standards
Location
Duration /
Frequency
Implementation
Supervision
strategy
GRM register
EMP
Subproject
site
Contractor with
the engineer,
EE, and PIU
PMU/PSC
Noise
Baseline data for
noise level in dB(A)
Leq
National
Noise
Standards
Four
locations
near
construction
sites as
specified by
the engineer
Prior to
moving onto
site and
ongoing
Prior to site
set-up
PMU/PSC
Air quality
Baseline ambient
data for particulate
matters 10 and 2.5
(PM10, PM2.5), sulfur
dioxides (SO2),
nitrogen dioxide
(NO2)
National
Ambient Air
Quality
Standards
Four
locations
near
construction
sites as
specified by
the engineer
Prior to site
set-up
Soil erosion
Soil erosion
management
measures
EMP
As identified
by the
engineer
Storm water
Storm water
management
measures
EMP
As identified
by the
engineer
Contractor with
the engineer
and EE
PMU/PSC
Water quality
Baseline qualitative
characteristics
EMP
Subproject
25
sites
During site
set-up and
throughout
the duration
of the
subproject
During site
set-up and
throughout
the duration
of the
subproject
Prior to site
set-up
Engineer and
EE in
coordination
with the
environmental
monitoring
laboratory of
ERA
Engineer and
EE in
coordination
with the
environmental
monitoring
laboratory of
ERA
Contractor with
the engineer
and EE
PMU/PSC
Conservation
of natural
environment
Waste
management
procedure
Existing conditions
EMP
Subproject
sites
Prior to site
set-up
Disposal sites
EMP
As
determined
Cultural
environment
Chance finds
ASI Act and
EMP
As
determined
Prior to site
set-up and
ongoing
throughout
the
subproject
Prior to site
set-up and
ongoing
throughout
the
subproject
Contractor with
engineer and
EE
Contractor with
engineer and
EE
Contractor with
engineer and
EE
Contractor with
engineer and
EE
PMU/PSC
Presubproject
All access
and haul
Contractor
Engineer
2. Construction phase
Access to
Qualitative
site
characteristics
25
Refer to
EMP (table
PMU/PSC
PMU/PSC
PMU/PSC
PMU/PSC
Subproject sites include approved construction site, equipment lay-down and storage area, watercourses along the
subproject site, open drainages
88
Aspect
Parameter
Standards
Location
condition
and EMP
roads
Duration /
Frequency
on
management
of
construction
and
workforce
activities)
refer to EMP
(table on
management
of
construction
and
workforce
activities)
Ongoing
Implementation
Supervision
Contractor
Engineer
Contractor
Engineer
PMU/PSC
Construction
camp
Qualitative
characteristics
Presubproject
condition
and EMP
All access
and haul
roads
Staff conduct
Site records
(accidents,
complaints)
PM10, PM2.5, SO2,
NO2
EMP
Subproject
sites
National
Ambient Air
Quality
Standards
Two
locations
near
construction
sites as
specified by
the engineer
(DSC).
Once in 4
months
(three times
a year)
Soil erosion
management
measures
Soil erosion
management
measures
Qualitative
characteristics
EMP
Subproject
sites
Ongoing
Contractor in
close
coordination
with the
engineer and
environmental
monitoring
laboratory of
ERA
Contractor
EMP
Subproject
sites
Ongoing
Contractor
Engineer
EMP and
preexisting
conditions
Tree-cutting
permit and
EMP
EMP
Subproject
sites
Ongoing
Contractor
Engineer
Subproject
sites
Ongoing
Contractor
Engineer
Subproject
sites
Subproject
sites
Subproject
sites
Subproject
sites
Subproject
sites
Ongoing
Contractor
Engineer
Ongoing
Contractor
Engineer
Ongoing
Contractor
Engineer
Ongoing
Contractor
Engineer
Ongoing
Contractor with
the engineer,
EE, and PIU
PMU/PSC
PMU/PSC
PMU/PSC
Air quality
Soil erosion
Storm water
Water quality
Conservation
of natural
resources
Number of scheduled
trees
Vegetation conditions
Materials
management
Waste
management
Social
impacts
Cultural
environment
Noise quality
Qualitative
characteristics
Qualitative
characteristics
Disposal manifests
EMP
Public consultations,
information
disclosure,
communication
strategy
GRM register
EARF, ADB
SPS, and
EMP
EMP
Subproject
sites
Ongoing
Chance finds
ASI Act and
EMP
National
Noise
Subproject
sites
Two
locations
Ongoing
Contractor with
the engineer,
EE, and PIU
Contractor
Once in 4
months
Environmental
monitoring
Noise Level in dB(A)
Leq
EMP
EMP
Engineer
Engineer
89
Aspect
Parameter
3. Post-construction activities
Construction Preexisting
camp
conditions
Vegetation
Preexisting
conditions
Land
rehabilitation
Materials
and
infrastructure
General
Preexisting
conditions
Preexisting
conditions
Records
Standards
Location
Standards
near
construction
sites as
specified by
the engineer
(DSC).
EMP
Tree-cutting
Permit and
EMP
EMP
EMP
EMP
4. Operation and maintenance (defect liability period)
Air quality
PM10, PM2.5, SO2,
National
NO2
Ambient Air
Quality
Standards
Noise quality
Noise level in dB(A)
Leq
As per
National
Noise
Standards
Duration /
Frequency
(three times
a year)
Implementation
Construction
camp
Subproject
sites
Subproject
completion
Subproject
completion
Contractor
Engineer
Contractor
Engineer
Subproject
sites
Subproject
sites
Subproject
completion
Subproject
completion
Contractor
Engineer
Contractor
Engineer
Subproject
sites
Subproject
completion
Contractor with
engineer and
EE
PMU/PSC
Two
locations as
specified by
the ERA
Once in 6
months
(defect
liability
period)
Once in 6
months
(defect
liability
period)
Environmental
monitoring
laboratory of
ERA
PMU/PSC
Environmental
monitoring
laboratory of
ERA
PMU/PSC
Two
locations as
specified by
the ERA
Supervision
laboratory of
ERA
EE = environmental expert of engineer (DSC)
D.
Environmental Management and Monitoring Cost
159. The contractor’s cost for site establishment, preliminary, construction, and defect liability
activities will be incorporated into the contractual agreements, which will be binding on him for
implementation. The air quality, surface water quality, and noise level monitoring of construction
and defect liability phases will be conducted by the contractor.
160. The operation phase mitigation measures are again of good operating practices, which
will be the responsibility of the implementing agency (ERA). The air quality and noise level
monitoring during the operation and maintenance phase will be conducted by the environmental
laboratory of ERA; therefore, there are no additional costs.
161. The activities identified in the environmental monitoring program mainly include site
inspections and informal discussions with workers and local people, and this will be the
responsibility of the PMU and PSC with the assistance of DSC, costs of which are part of project
management.
162. Table 32 presents the estimated cost to implement the EMP.
90
Table 32: Indicative Cost for EMP Implementation
Component
Description
Number
Cost per Unit
(INR)
Cost
(INR)
Legislation, permits,
and agreements
Consent
to
establish
and
consent
to
operate
for
plants
and
machinery of the
contractor
Construction
phase
As required
Lump sum
500,000
500,000
Air
Four
Noise
Four
7,000
sample
1,000
sample
800,000
Public consultations
and
information
disclosure
Baseline monitoring
Dust suppression at
subproject sites
Traffic management
Compensation for
26
cutting of trees
Compensatory
27
plantation
Construction
monitoring
Air
Noise
Defects
liability
period (6 months)
Air
Noise
26
27
Site preparation
and preliminary
activities
Construction
and
defect
liability phases
Safety
signboards,
delineators,
traffic regulation
equipment,
flagman,
temporary
diversions, etc.
Compensation
for tree-cutting
with
requisite
permits
497 x 2 = 994
(@1:2)
Lump sum
per
28,000
per
4,000
800,000
Source
of
Funds
These consents
are
to
be
obtained
by
contractor on his
own cost.
Contractor’s
cost
Contractor’s
cost
Contractor’s
cost
Included
in
engineering cost
Lump sum
250,000
250,000
Lump sum
500,000
500,000
Once
in
4
months at two
locations (for 3
years, total of 18
samples)
Once
in
4
months at two
locations (for 3
years, total of 18
samples)
18
7,000
sample
per
126,000
18
1,000
sample
per
18,000
Once at
locations
Once at
locations
two
2
per
14,000
two
2
7,000
sample
1,000
sample
per
2,000
Compensation for cutting of trees involves cost of requisite permits from the concerned departments and the cost
required to be paid to the owner of the trees after assessment by forest/sericulture/horticulture department.
Compensatory plantation involves the cost of plantation and maintenance of the trees at a ratio of 1:2 (i.e. planting
double the number of trees actually cut).
91
TOTAL (INR)
TOTAL (USD)
2,242,000
47,702.12
IX. CONCLUSION AND RECOMMENDATIONS
163. The process described in this document has assessed the environmental impacts of all
elements of the infrastructure proposed under the elevated expressway corridor subproject in
Srinagar City. Potential negative impacts were identified in relation to pre- construction and
operation of the improved infrastructure, but no environmental impacts were identified as being
due to either subproject design or location. Mitigation measures have been developed to reduce
all negative impacts to acceptable levels. These were discussed with specialists responsible for
the engineering aspects, and as a result some measures have already been included in the
designs for the infrastructure. This means that the number of impacts and their significance
have already been reduced by amending the design.
164. The public participation processes undertaken during project design ensure that
stakeholders are engaged during the preparation of the IEE. The planned information disclosure
measures and process for carrying out consultation with affected people will facilitate their
participation during project implementation.
165. The subproject’s grievance redress mechanism will provide the citizens with a platform
for redress of their grievances, and describes the informal and formal channels, time frame, and
mechanisms for resolving complaints about environmental performance.
166. The EMP will guide the environmentally sound construction of the subproject and ensure
efficient lines of communication among the DSC (engineer), contractors, PIU, and PMU/PSC.
The EMP will (i) ensure that the activities are undertaken in a responsible and non-detrimental
manner; (ii) provide a proactive, feasible, and practical working tool to enable the measurement
and monitoring of environmental performance onsite; (iii) guide and control the implementation
of findings and recommendations of the environmental assessment conducted for the
subproject; (iv) detail specific actions deemed necessary to assist in mitigating the
environmental impact of the subproject; and (v) ensure that safety recommendations are
complied with.
167. A copy of the EMP will be kept onsite during the construction period at all times. The
EMP will be made binding on all contractors operating on the site, and will be included in the
contractual clauses. Noncompliance with, or any deviation from, the conditions set out in this
document constitutes a failure in compliance.
168. The subproject is unlikely to cause significant adverse impacts. The potential adverse
impacts that are associated with design, construction, and operation can be mitigated to
standard levels without difficulty through proper engineering design and the incorporation or
application of recommended mitigation measures and procedures.
169. Therefore, as per ADB SPS, the subproject is classified as environmental category B
and does not require further environmental impact assessment.
92
APPENDIX 1: Rapid Environmental Assessment (REA) Checklist
ROADS AND HIGHWAYS
Country/Project Title:
Sector Division:
A.
India/J and K Urban Sector Development Investment Programme
Urban Transport
Screening Questions
Project Siting
Is the project area adjacent to or within any of the
following environmentally sensitive areas?
Yes
No
Cultural heritage site
√
Protected area
√
√
√
√
√
Wetland
Mangrove
Estuarine
Buffer zone of protected area
Special area for protecting biodiversity
Burzhama archaeological site (distance of
20 km), historical Jamia Masjid (distance
of 7km), Pathar Masjid (distance of 5 km),
Hazratbal Shrine (distance of 15 km), and
Chati Padshahi Gurudwara (distance of 8
km).
However, these sites are located far away
from the proposed subproject, which will
have no impact on any of these places,
and therefore no adverse impact is
anticipated.
Dachigam National Park (20 km from the
proposed subproject site)
Dachigam National Park (20 km from the
proposed subproject site)
Dachigam National Park (20 km from the
proposed subproject site)
√
Potential Environmental Impacts
Will the project cause…
encroachment on historical/cultural areas; disfiguration
of landscape by road embankments, cuts, fills, and
quarries?
encroachment on precious ecology (e.g. sensitive or
protected areas)?
alteration of surface water hydrology of waterways
crossed by roads, resulting in increased sediment in
streams affected by increased soil erosion at construction
site?
Remarks
B.
deterioration of surface water quality due to silt runoff
and sanitary wastes from worker-based camps and
chemicals used in construction?
increased local air pollution due to rock crushing,
cutting and filling works, and chemicals from asphalt
processing?
risks and vulnerabilities related to occupational health
and safety due to physical, chemical, biological, and
radiological hazards during project construction and
operation?
√
No such impact is anticipated.
√
No
√
No such impact is anticipated. The
proposed subproject does not cross any
perennial water body. However, there may
be a minor increase in sediment load of
rainfall run off for a short duration only.
No such impact is anticipated.
√
√
√
A slight increase in local air pollution due
to cutting and filling works and other
associated construction activities is
anticipated. This impact shall be
temporary, site-specific, and reversible in
nature.
No such impact is anticipated. However,
proper mitigation measures shall be taken
to avoid any unanticipated health and
safety issues.
93
noise and vibration due to blasting and other civil
works?
√
dislocation or involuntary resettlement of people?
√
dislocation and compulsory resettlement of people
living in right-of-way?
√
disproportionate impacts on the poor, women and
children, indigenous peoples, or other vulnerable groups?
other social concerns relating to inconveniences in
living conditions in the project areas that may trigger
cases of upper respiratory problems and stress?
hazardous driving conditions where construction
interferes with preexisting roads?
increased noise and air pollution resulting from traffic
volume?
Climate Change and Disaster Risk Questions
No such impact is envisaged.
√
No such impact is anticipated. However,
minor dust will be generated during the
construction period, which will be localized
and for a short duration only.
Traffic blockages may be expected during
construction stage. A traffic management
plan shall have to be properly
implemented to avoid any such situation.
No such impact is anticipated. Preference
will be given to local laborers, and
migratory labor shall be employed under
unavoidable circumstances only.
√
√
No such impact is anticipated.
√
A traffic management plan shall be
required for ensuring smooth flow of traffic
and to avoid any such condition.
Slight increase in noise and air pollution
resulting from traffic volume is anticipated
during construction stage. This will be
temporary, site-specific, and reversible in
nature.
No such condition is anticipated.
√
√
increased risk of water pollution from oil, grease and
fuel spills, and other materials from vehicles using the
road?
social conflicts if workers from other regions or
countries are hired?
large population influx during project construction and
operation that causes increased burden on social
infrastructure and services (such as water supply and
sanitation systems)?
risks to community health and safety due to the
transport, storage, and use and/or disposal of materials
such as explosives, fuel, and other chemicals during
construction and operation?
community safety risks due to both accidental and
natural causes, especially where the structural elements
or components of the project are accessible to members
of the affected community, or where their failure could
result in injury to the community throughout project
construction, operation, and decommissioning?
√
√
poor sanitation and solid waste disposal in construction
camps and work sites, and possible transmission of
communicable diseases (such as STIs and HIV/AIDS)
from workers to local populations?
creation of temporary breeding habitats for diseases
such as those transmitted by mosquitoes and rodents?
accident risks associated with increased vehicular
traffic, leading to accidental spills of toxic materials?
Noise level is expected to increase during
construction activities, but it will be
temporary, localized, and reversible. This
shall be mitigated by taking necessary
precautionary measures.
Resettlement plan will be needed in
accordance with agreed resettlement
framework.
Details provided in social section of the
report
√
√
No such conflicts are anticipated.
Preference will be given to local laborers,
and migratory labor shall be employed
under unavoidable circumstances only.
No such impact is anticipated.
√
No such impact is anticipated.
√
Yes
Community safety risks due to both
accidental and natural causes can be
anticipated in extreme cases. However,
these have to be taken due care of while
designing the various project components.
No
Remarks
94
The following questions are not for environmental
categorization. They are included in this checklist to help
identify potential climate and disaster risks.
Is the project area subject to hazards such as
earthquakes, floods, landslides, tropical cyclone winds,
storm surges, tsunami, or volcanic eruptions and climate
changes?
Could changes in temperature, precipitation, or extreme
events patterns over the project lifespan affect technical
or financial sustainability (e.g., increased erosion or
landslides
could
increase
maintenance
costs,
permafrost melting or increased soil moisture content
could affect subgrade).
Are there any demographic or socioeconomic aspects of
the project area that are already vulnerable (e.g., high
incidence of marginalized populations, rural-urban
migrants, illegal settlements, ethnic minorities, women or
children)?
Could the project potentially increase the climate or
disaster vulnerability of the surrounding area (e.g., by
encouraging settlement in areas that will be more
affected by floods in the future, or encouraging
settlement in earthquake zones)?
√
√
The area is not subject to floods,
landslides, tropical cyclone winds, storm
surges, tsunami, volcanic eruptions, and
localized climate changes. However, the
subproject area falls in Seismic Zone V
as per the seismic zonation map of
India.
No
√
No
√
No
95
APPENDIX 2
Traffic Management Plan
1.
A traffic management plan (TMP) has been developed to cope with road traffic
disruptions likely to be encountered with the commencement of work on the flyover/elevated
expressway corridor from Jehangir Chowk to Rambagh-Natipora. It calls for coordinated actions
from the authorities and the different services responsible for road/traffic management on a
given road or network.
The TMP, managed by a coordinating authority, relies on:
A structured organization at an operational level, comprising:
o decisional organization involving authorities; and
o functional organization involving the services who implement the decisions made.
Specific organization means related to the transmission of information to end users,
and coordinating measures related to traffic management and road traffic information.
Principles for Traffic Management Plan
2.
One of the prime objectives of this TMP is to ensure the safety of all the road users
along the work zone, and to address the following issues:
(i)
the safety of pedestrians, bicyclists, and motorists traveling through the construction
zone;
(ii)
protection of work crews from hazards associated with moving traffic;
(iii)
mitigation of the adverse impact to the road capacity and delays to the road users;
(iv)
maintenance of access to adjoining properties; and
(v)
any other issues that may delay the project.
Operating Policies for TMP
Analyze the impact due to street closure
3.
Apart from the capacity analysis, a final decision to close a particular street and divert
the traffic would involve the following steps:
(i)
approval from the ward office or community to use the local streets as detours;
(ii)
consultation with businesses, community members, traffic police, Department of
Roads, etc. regarding the mitigation measures necessary at the detours where the
road is diverted during the constructions;
(iii)
determination of the maximum number of days allowed for road closure and
incorporation of such provisions into the contract documents;
(iv)
determination if additional traffic control or temporary improvements are needed
along the detour route;
(v)
considering how access will be provided to the worksite;
(vi)
contacting emergency service, school officials, and transit authorities to determine if
there are impacts to their operations; and
(vii)
developing a notification program to the public so that the closure is not a surprise.
As part of this program, the public shall be advised of alternate routes that
commuters can take or will have to take as result of the traffic diversion.
4.
If full road closure of certain streets within the area is not feasible due to inadequate
capacity of the street or public opposition, the full closure can be restricted to weekends, with
96
the construction commencing on Friday night and ending on Sunday morning prior to the
morning peak period.
Public awareness and notifications
5.
As per discussions in the previous sections, there will be travel delays during the
construction, as is the case for most construction projects, albeit on a reduced scale if the
utilities and traffic management are properly coordinated. There are additional grounds for travel
delays in the area, as most of the streets lack sufficient capacity to accommodate additional
traffic from diverted traffic as a result of street closures to accommodate the works.
6.
The awareness campaign and the prior notification for the public will be a continuous
activity which the project will pursue to compensate for the above delays and minimize public
claims as a result of these problems. These activities will take place sufficiently in advance of
the time when the roadblocks or traffic diversions take place at the particular streets. The
reason for this is to allow sufficient time for the public and residents to digest the changes to
their travel plans. ERA will notify the public about the roadblocks and traffic diversion through
the print, TV, and radio media.
7.
In order to ensure that the TMP is drawn up in a homogeneous manner, the area
covered by the TMP can be split into two levels:
the main network, directly concerned with the traffic disruptions that are to be dealt with;
and
the alternative network, made up of alternative roads to the main route, which in this
case comprises mainly motorways.
Main network
8.
The main network is made up of the following motorway sections:
1. Two-way traffic on Indira Gandhi Road (four-lane divided carriageway) from Jehangir
Chowk to Solina, Haft Chinar Airport, Sanatnagar, Rawalpora, Gogoland, Old Airport,
New Airport Road, and Budgam
2. Two-way traffic on Indira Gandhi Road (four-lane divided carriageway) from Jehangir
Chowk to Rambagh intersection, Natipora, Nowgam, Bagat Kanipora, and Khanda
3. Two-way traffic on Indira Gandhi Road (four-lane divided carriageway) from Jehangir
Chowk to Channapora, Baghe-i-Mehtab, Kralpora, Chadoora, Nagam, and Chrar-eSharief.
Alternative network
9.
The main network comprises the following routes:
1. During construction of flyover, about 12-15 m in the middle of the road will be blocked for
traffic movement with barricades. Aerodrome Road between Jehangir Chowk and Bund
Road will be made one way, northbound. Traffic will move on both sides of remaining
road in northbound direction only.
2. Road along the bank of flood relief channel will be converted into a westbound one-way
road.
3. Two parallel roads east of Project Road (east of Amar Singh College) will be converted
into southbound one-way roads as shown in drawing.
4. One-way loops near Jehangir Chowk will be provided and maintained as exists.
97
5. East-west connecting road between Residency Road and Aerodrome road will be
converted into an eastbound one-way road.
6. In case of congestion on Project Road, traffic also will be diverted on to five alternatives
west on Project Road through Batmaloo area, as shown in drawing.
7. Traffic from Batmaloo towards the south (Hyderpora, Natipora, Budgam etc.) will be
diverted through Tengpora via NH Bypass.
10.
In order to achieve smooth traffic movement with the above traffic diversion plan, the
following measures are required:
(i) Existing footpaths along the subproject road are to be leveled with carriageway to the
extent possible.
(ii) Enforcement of one-way system requires adequate traffic police. Although the TMP
has been discussed with the traffic department, details of deployment of traffic police
can be given only after traffic diversion plan is approved.
(iii) Parking of vehicles shall be banned along the subproject road during construction.
(iv) Parking of vehicles will be banned on the subproject road.
(v) Removal of temporary and permanent encroachments is very important for
successful traffic management.
(vi) A smooth road for quick dispersal of traffic shall be provided.
Traffic Monitoring Strategy
11.
The traffic monitoring strategy that will be implemented during the construction of the
subproject is as follows:
i)
Onsite visits and traffic counts. Onsite visits will be carried out through
relevant government authorities as required by the project implementation unit
(PIU)/consultants/other agencies, if any, during construction for monitoring of
vehicles that are diverted as part of the TMP.
ii)
Adjustments to traffic signal settings. For the subproject, temporary traffic control
will be used to direct traffic around work zones during the working phase as
given below.
iii)
Different traffic signals in the form of cones, advanced warning signs, and
flagmen will be used during the construction phase.
All workers exposed to traffic must be attired in bright, contrasting, highly
visible upper body garments, similar to that of flagmen.
Provisions will be made for the movement of emergency vehicles in or
around the construction site.
Pedestrian accommodation. Every effort will be made to separate the
movement of pedestrians from both the worksite activity and the adjacent traffic.
The following steps will be adopted to accommodate pedestrians:
Pedestrians will be provided with a reasonably safe, convenient, and
accessible path that replicates the most desirable characteristics of the
existing sidewalks or footpaths.
Pedestrian information will be provided throughout the construction period in
the form of clearly defined advanced warning signages.
98
Clearly define transition to pedestrian detour routes or alternate walking
paths.
Barriers and channelizing devices should be visible to pedestrians.
Clearly separate the work area from pedestrians.
Pedestrian Protection
Positive protection will separate vehicles from pedestrians and
pedestrians from work area.
Use channelizing devices to delineate the route (must be detectable).
Protect pedestrians from vehicular traffic (positive protection).
Protect pedestrians from hazards such as excavated pits, holes, cracks,
and debris.
Advanced signages will be placed at intersections.
iv)
Adjustments necessary for public transport operators
12.
Different diversions will be used as part of the traffic management plan in order to
provide a smooth flow of traffic during the construction phase of the subproject. However, small
adjustments will be necessary, such as follows:
Following of diversions will increase the length of travel time; therefore,
adjustments in terms of early departure are required from public transport
operators.
Adjustments in terms of speed are needed at or near construction sites.
Lane driving and avoidances of overtaking are required.
―No Parking" zones must be observed
Avoid unnecessary halting of vehicles.
99
Traffic Management Plan
100
Traffic Intersections (Circulation Plan) During Construction
101
APPENDIX 3: Public Consultation
Subproject:
FLYOVER/EXPRESSWAY CORRIDOR FROM
RAMBAGH-NATPORA IN SRINAGAR CITY
JEHANGIR
CHOWK
Issues discussed:
awareness and extent of knowledge about the subproject;
information on the benefits of the subproject in terms of economic and environmental
enhancement;
information on perceived benefits from the proposed subproject, including reduction
in traffic congestion, travel time, fuel cost, and noise;
information on perceived losses from the proposed subproject during execution in
terms of increase in traffic congestion, air and noise pollution, etc.;
presence of any historical/cultural site in the vicinity;
information on trees to be cut and measures to be taken for compensatory plantation;
presence of any protected area/wetland in or adjoining the construction site; and
information on economic development in terms of rapid transit of goods and
generation of direct employment during the execution of the subproject.
1.
Date and time of consultation: 19 May 2011 at 11 a.m.
Location: Jehangir Chowk, Rambagh, and Natipora
2.
Date and time of consultation: 20 May 2011 at 11 a.m.
Location : Jehangir Chowk, Rambagh, and Natipora
Public Consultation Details
S.No
1
Issues Discussed
Awareness and extent of knowledge
about the subproject
Feedback Received
Generally, all the people
consulted were well aware of
the proposed subproject.
2
Information on the benefits of the
subproject in terms of economic and
environmental enhancement
3
Information on perceived benefits
from the proposed subproject,
including reduction in traffic
congestion, travel time, fuel cost, and
noise
4
Information on perceived losses from
the proposed subproject during
People are fed up with the
frequent traffic jams and want
the subproject to be fasttracked so that this problem is
eliminated. In addition, people
belonging to labor force
wanted to be provided
employment during the
subproject execution.
People in general were very
enthusiastic about the benefits
of the subproject in terms of
reduction/elimination of traffic
jams, reduction in travel time
and fuel cost, and also an
improvement in the air quality
in terms of reduced
accumulation of emissions
from vehicles and a reduction
in noise levels.
People desired that an efficient
traffic management plan shall
Remarks
Public consultation in
different forms like oneon-one consultation,
circulation of
questionnaire, group
discussions, etc. need to
be a continuous process.
It needs to be ensured
that the contracting firm
for the subproject
employs, to the maximum
possible extent, the local
work force during the
execution of the
subproject.
-
A practical and efficient
traffic management plan
TO
102
execution in terms of increase in
traffic congestion, air and noise
pollution, etc.
5
Presence of any historical/cultural site
in the vicinity
6
Presence of any protected
area/wetland in or adjoining the
construction site
8
Information on economic
development in terms of rapid transit
of goods and generation of direct
employment during the execution of
the subproject
9
Privacy of people living in the
subproject corridor
be in place before the
construction works are started
so that problems like traffic
congestion and air and noise
pollution shall be kept to the
minimum.
There is no historical/cultural
site in the corridor of the
subproject.
There is no protected
area/wetland in the corridor of
the subproject.
People were well aware of the
benefits of the subproject in
terms of facilitation via rapid
transit of goods and other
materials. In addition, people
at large were aware of the fact
that during the execution of the
subproject a large number of
skilled/semi-skilled people will
be employed, and thus they
were very eager about the start
of construction work.
People living in the immediate
vicinity of the proposed
subproject raised their concern
about maintaining their privacy
once the elevated express
road is in place.
needs to be put in place
before the start of
construction work.
-
It needs to be ensured
that proper shields and
barriers are erected on
either side of the
proposed expressway so
that the privacy of the
people living in the close
vicinity of the subproject
is protected.
List of participants
S.No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Name
Abdul Rashid Bathoo
Ashiq Hussain Bhat
Ashiq Hussain Quershi
Ghulam Mohd Waza
Davinder Kumar
Nazir Ahmad Gooru
Altaf Hussain Bhat
Muzzafer Ahmad Wani
Bilal Ahmad Shah
Nisar Ahmad Pandith
Abdul Gani Sheikh
Serajuudin Shah
Mashooq
Parveez Ahmad Kumar
Ghulam Rasool and Sons
Zahid Bashir
Tawheed Ahmad
Bilal Ahmad Bhat
Nazir Ahmad Bhat
Shakeel Ahmad
Farooq Ahmad Bhat
Gh. Mohidin Bhat
Ghulam Mohidin Malik
Address
Magarmal Bagh Crossing
Magarmal Bagh Crossing
Batamaloo
Kazi Complex Magarmal Bagh
Bakora Ganderbal
Sariwarpora Pattan
Wazeer Bagh, Srinagar
Natipora, Srinagar
Kursoo Rajbagh
PHC Bemina Qamarwari
Humhama, Srinagar
Humhama, Srinagar
Batamaloo, Srinagar
Batamaloo, Srinagar
Hyderpora, Srinagar
Karanagar, Srinagar
Batamaloo, Srinagar
Batamaloo, Srinagar
Natipora, Srinagar
Occupation
Shopkeeper
Business
Shopkeeper
Shopkeeper
Business
Shopkeeper
Tailor
Shopkeeper
Student
Business
Electrical appliance repair
Salesman
Salesman
Student
Business
Salesman
Business
Business
Business
Business
Shopkeeper
Shopkeeper
Cycle workshop
103
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
Manzoor Ahmad Wani
Ab. Qayoom
Bilal Ahmad Bhat
Mohd Amin Beigh
Bashir Ahmad Mir
Gh. Qadir Nadaf
Ravinder Singh
Farooq Ahmad Bhat
Majid Wani
Shabir Ahmad Pandith
Bashir Ahmad Shah
Gh. Wazi Bhat
Beant Singh
Mohammad Shafi Dar
Farooz Hussain
Sheikh Showket Hussain
Firdous Ahmad
Riyaz Ahmad
Javaid Ahmad Baba
Tamheeda wani
Shazia
Bisma
Sofia Shafi
Sheetal Kour
Budgam
Hyderpora, Srinagar
Batamaloo, Srinagar
Qazi Complex Magarmal Bagh
Bagh I Mehtab, Srinagar
Gogji Bagh, Srinagar
Ranawari Near Gurduwara
Nowhar Chadoora Budgam
Alamgari Bazar, Srinagar
Chanapora, Srinagar
Nowhata, Srinagar
Srinagar
Mehjoor Nagar, Srinagar
Chadoora Budgam
Rawalpora, Srinagar
Nawa Bazar, Srinagar
Kralpora Kupwara
Bagh I Mehtab, Srinagar
Wathoora Budgam
Rambagh, Srinagar
Barzulla Bagat, Srinagar
Magarmal Bagh, Srinagar
Haft Chinar, Srinagar
Haft Chinar, Srinagar
Business
Shopkeeper
Shopkeeper
Shopkeeper
Shopkeeper
Shopkeeper
Shopkeeper
Salesman
Shopkeeper
Shopkeeper
Shopkeeper
Business
Shopkeeper
Salesman
Computer engineer
Worker
Salesman
Shopkeeper
Bank employee
Student
Government teacher
Student
Lecturer
Housewife
Present issues:
1. There is massive traffic congestion on this road, which is the reason for problems for
commuters.
2. Heavy traffic jams affect the people, especially the business community, as the
customers avoid shopping in the congested areas.
3. Too much time is wasted while traveling through the area, and due to traffic jams there is
very high noise, dust generation, and other environmental pollution.
Future prospects:
1. The construction of the elevated expressway corridor will cater to the prime need of
Srinagar City.
2. The flyover would help to ease the massive traffic congestion which results in frequent
jams, particularly during morning and evening hours.
3. It will drastically reduce the travel time and noise, air, and other environmental pollution
in the area.
4. It will help the business community increase their business.
5. The project will increase pedestrian safety, reducing vulnerability to accidents as the
proper pedestrian crossings will be developed and other signages installed.
Summary of outcomes:
1. The various issues related to the proposed subproject for the development of a flyover
have been discussed at various locations like Jehangir Chowk, Rambagh, and Natipora.
2. Some of the local people are aware about the upcoming work. Most of the people are in
favor of the subproject.
3. The major problems faced are related to traffic congestion, noise from plying vehicles,
and elevated levels of air pollutants.
4. There is public desire for implementation of better measures to reduce noise, dust, and
air pollution during the construction phase.
104
5. There is hope that local people will be given opportunities during the project tenure.
6. People expect that their problems shall be addressed and solutions implemented during
the subproject execution.
7. People are ready to extend all types of support during execution of the subproject.
8. People suggested that adequate safety measures be provided.
9. ERA ensured that the requisite environmental management measures shall be
incorporated in the EMP, and public consultation shall be a regular process during all
stages of the subproject to solve any issues arising from the proposed work.
105
Minutes of Various Meetings
106
107
108
109
110
111
112
113
114
115
APPENDIX 4: Alignment of Proposed Flyover and Photographs of the Area
116
Proposed Flyover Site at Jehangir Chowk
Proposed Flyover Site at Bakshi Stadium Crossing
Existing Rambagh Bridge
117
Flood Channel at Rambagh
Y-junction at Rambagh
Existing Natipora Road