Eia addendum 1 for 3.00 km

GOVERNMENT OF KHYBER PAKHTUNKHWA
PAKHTUNKHWA HIGHWAYS AUTHORITY
PESHAWAR
UPGRADATION / REHABILITATION OF ROAD
FROM SHARIFABAD TO KANJU
S.H: UPGRADATION / REHABILITATION OF 3.0 km
ADDITIONAL LENGTH
EMERGENCY ROADS RECOVERY PROJECT (ERRP)
FOR KHYBER PAKHTUNKHWA
ADDENDUM TO
ENVIRONMENTAL IMPACT
ASSESSMENT (EIA) REPORT
AUGUST 2012

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TABLE OF CONTENTS
1.0 Introduction .................................................................................................................... 7
1.1 Project Overview ...................................................................................................... 7
1.2 Implementation......................................................................................................... 8
1.3 Project Classification ................................................................................................ 8
1.4 Overview of the EIA.................................................................................................. 8
2.0 Policy, Law and Protocols ............................................................................................ 11
3.0 Description of the Project ............................................................................................. 12
3.1 Location.................................................................................................................. 12
3.2 Road Length........................................................................................................... 12
3.3 Existing Road Dimensions...................................................................................... 12
3.4 Drainage Structures................................................................................................ 12
3.5 Link Roads ............................................................................................................. 12
3.6 Scope of Work........................................................................................................ 13
3.7 Length–wise Description of the Project................................................................... 13
3.8 Existing Road Condition ......................................................................................... 13
3.9 Design Criteria........................................................................................................ 14
3.10 Work and Material .................................................................................................. 14
3.10.1 Estimated Work / Major Work Items............................................................... 14
3.10.2 Materials Requirement................................................................................... 15
3.11 Raw Material Availability......................................................................................... 18
3.12 Machinery to be used ............................................................................................. 18
3.13 Equipment and Installations.................................................................................... 19
3.14 Construction Schedule............................................................................................ 19
3.15 Construction Logistics ............................................................................................ 19
3.15.1 Work Base ..................................................................................................... 19
3.15.2 Labor Supply.................................................................................................. 20
3.15.3 Labor Camps ................................................................................................. 20
3.15.4 Machinery Maintenance and Equipment Yards.............................................. 20
3.15.5 Material Depots.............................................................................................. 20
3.15.6 Machinery Repair Workshops ........................................................................ 20
3.15.7 Approach to Work Bases ............................................................................... 20
3.15.8 Petrol Pump and CNG Pump......................................................................... 21
3.15.9 Camp Offices................................................................................................. 21
3.15.10 Security Arrangements .................................................................................. 21
3.15.11 Healthcare ..................................................................................................... 21
3.15.12 Labor Reporting Office................................................................................... 21
3.15.13 Labor Transport ............................................................................................. 21
3.15.14 Work Uniform and Health Safety Equipment.................................................. 21
3.15.15 Signage ......................................................................................................... 22
3.15.16 Lighting and Illumination ................................................................................ 22
3.16 Safe Design Criteria ............................................................................................... 22
3.17 Estimated Project Cost ........................................................................................... 22
4.0 Baseline Study of Project Area..................................................................................... 23
5.0 Environmental Impact Assessment and Mitigation Measures ....................................... 24
5.1 Explanation of Impact Assessment......................................................................... 24
5.1.1 Site for Disposal of Waste Construction Material ........................................... 24

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5.1.2 Location of Labor Camps, Material Depots, Equipment Yards and Approach
Roads ............................................................................................................ 24
5.1.3 Contamination from Diesel and Other Oil Spills from Construction Machinery 24
5.1.4 Damage to Roads, Cross Drainages.............................................................. 25
5.1.5 Release of Construction Water and Dumping of Soil...................................... 25
5.1.6 Impact of Borrowing Material from Earth Borrow Sites................................... 25
5.1.7 Impact on Roads/Infrastructure used for Transport of construction Materials
including Asphalt, Bitumen............................................................................. 25
5.1.8 Impact of Stone Quarrying ............................................................................. 26
5.1.9 Impacts on Surface Water.............................................................................. 26
5.1.10 Source of Drinking Water............................................................................... 26
5.1.11 Protection of Construction Work from Floods................................................. 26
5.1.12 Effect on Surface Flow Conditions ................................................................. 27
5.1.13 Dust and gaseous Emissions from Construction Machinery or Asphalt Plants 27
5.1.14 Noise ............................................................................................................. 27
5.1.15 Impact on any Stream or Water Body ............................................................ 27
5.1.16 Damage to Fish and Fisheries ....................................................................... 28
5.1.17 Loss of Structures.......................................................................................... 28
5.1.18 Removal of Trees........................................................................................... 28
5.1.19 Acquisition of Land......................................................................................... 28
5.1.20 Temporary Land Acquisition .......................................................................... 29
5.1.21 Infrastructure within RoW............................................................................... 29
6.0 Environmental and Social Monitoring Plan (ESMP)...................................................... 31
6.1 Institutional Arrangements...................................................................................... 31
6.2 Mitigation Plans ...................................................................................................... 32
6.3 Environmental Monitoring....................................................................................... 49
6.3.1 Compliance Monitoring .................................................................................. 49
6.3.2 Effects Monitoring .......................................................................................... 49
6.3.3 Third Party Monitoring.................................................................................... 49
6.4 Environmental and Social Management Budget ..................................................... 49

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LIST OF FIGURES
Figure ‎1.1: Project Area Location 9
Figure ‎1.2: Project Location 10
Figure ‎3.1: Pictorial View of Project Road 14
Figure ‎3.2: Typical Cross Section of Road in Built-up Area 16
Figure ‎3.3: Typical Cross Section of Road In Rural Area 17
Figure ‎6.1: organogram for implementation of emp 32
LIST OF TABLES
Table ‎3.1: Key Project Features / Structures 12
Table ‎3.2: Main Features along the Alignment 13
Table ‎3.3: Design Criteria 14
Table ‎3.4: Estimated Work 15
Table ‎3.5: Construction Material Requirement 15
Table ‎3.6: Raw Material Availability 18
Table ‎3.7: Machinery Requirement 19
Table ‎3.8: Equipment and Installation 19
Table ‎3.9: Illustrative Distribution of Labor 20
Table ‎6.1: Environmental Impacts during Construction Phase 32
Table ‎6.2: Social Impacts 42
Table ‎6.3: Operational Phase 48
Table ‎6.4: Cost Estimates for Environmental Management 49

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LIST OF ACRONYMS
AASHTO American Association of State Highway and Transportation Officials
ACE Associated Consulting Engineers
ACI American Concrete Institute
ADB Asian Development Bank
AIDS Acquired immune deficiency syndrome
ASTM American Society for Testing and Material
BHU Basic Health Unit
BOD Biochemical Oxygen Demand
BOQ Bill of Quantities
COD Chemical Oxygen Demand
COI Corridor of Impact
DDE Deputy Director Environment
DEMM Donors Environmental Monitoring Mission
EA Environmental Assessment
EIA Environmental Impact Assessment
EIRR Economic Internal Rate of Return
EMMP Environment Mitigation and Monitoring Plan
EMP Environment Management Plan
EPC Environmental Protection Council
ESC Environmental Supervision Consultant
FHA Frontier Highways Authority
FIDIC Fédération Internationale Des Ingénieurs-Conseils
(International Federation of Consulting Engineers)
GoKP Government of Khyber Pakhtunkhwa
GoP Government of Pakistan
HIV Human Immunodeficiency Virus
HSE Health Safety Equipment
IEE Initial Environmental Examination
IEM Independent Environmental Monitor
ISMZ Indus Suture Melange Zone
JUI Jamiat–i–Ulmai–Islam
KP Khyber Pakhtunkhwa
M&E Monitoring and Evaluation
MBT Main Boundary Thrust
MDTF Multi Donor Trust Fund
MMT Main Mantle Thrust
NCS National Conservation Strategy
NDIR Non Dispersive Infra Red
NEQs National Environment Quality Standards
NGOs Non–Government Organizations
NHA National Highway Authority
NOC No Objection Certificate
NWFP North West Frontier Province
O&M Operation and Maintenance

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OP Operational Policy
Pak–EPA Pakistan Environment Protection Agency
PCO Public Call Office
PEPA Pakistan Environmental Protection Agency
PEPC Pakistan Environment Protection Council
PHED Public Health Engineering Department
PKR Pak Rupees
PkHA Pakhtunkhwa Highways Authority
PM Project Manager
PMC Project Management
PMAP Pakhtunkhwa Milli Awami Party
PML Pakistan Muslim League
PPC Pakistan Penal Code
PPE Personal Protective Equipment
PPP Pakistan People’s Party
PR Public Relations
PSDP Public Sector Development Project
PSQCA Pakistan Standards Quality Control Authority
PTCL Pakistan Telecommunication Limited
PTV Pakistan Television
RE Resident Engineer
RoW Right of Way
SFA Social Framework Agreement
SPM Suspended Particulate Matter
UBC Uniform Building Code
VOC Vehicle Operating Cost
WAPDA Water and Power Development Authority
WB World Bank
WHO World Health Organization
XEN Executive Engineer

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1.0 Introduction
This document presents the Environmental Impact Assessment of the additional 3.0 km
long segment of Sharifabad - Dadahara Road, which runs almost parallel to River Swat
on its right bank, in Swat District of Khyber Pakhtunkhwa (KP) province of Pakistan.
The EIA for the 10.5 km long Sharif Abad to Kanju Road of the Chakdara - Kanju Road
has already been approved by the EPA and an NOC has been issued in the month of
July 2011 in this regard.
Hence this document may be treated as an addendum to the existing EIA approved by
EPA.
1.1 Project Overview
Road from Chakdara to Madyan was completely destroyed over a length of 95 km due
to activities of insurgents and counter action by Pakistan Army. Of that the World Bank
agreed to finance the upgradation and rehabilitation of a section from km-30+424 to km-
40+924, a length of 10.5 km from Sharifabad to Kanju. The design, execution and
supervision of this road have been entrusted to Pakhtunkhwa Highways Authority
(PkHA) at a cost of Rs. 680.33 Million. The 10.5 km section (from Sharif Abad to Kanju)
of the Chakdara - Kanju Road is already under up gradation and rehabilitation and 60%
of the project has been completed.
During the original survey for resettlement it was found that around 200 houses,
shops, and boundary walls etc. mostly in the towns of Kabal, Aligrama and Kanju had to
be partially/mostly damaged or demolished. However, due to non-availability of space
for relocation of houses and businesses around the mentioned towns, the rehabilitation
works have now been restricted to the construction corridor instead of the ROW as
originally planned within the urban areas so as to have minimum negative impacts on
public/private buildings and valuable assets. This decision helped in minimizing negative
impacts of road construction on one hand and savings on the other. Extensive savings
resulted in the amount earmarked for land acquisition, resettlement, allowances to the
APs and utilities shifting.
Similarly, substantial savings in the amount reserved for civil works has been achieved.
The above savings will be used in the up gradation and rehabilitation of additional 3.00
km length.
(see location maps in Figures – 1.1 and 1.2).

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1.2 Implementation
Sharifabad – Kanju Section of Chakdara – Madyan Road is sponsored by Government
of KP (GoKP) with the financial assistance of the World Bank (WB) through Multi Donor
Trust Fund (MDTF) and the work is in full swing.
The additional three km segment of the road from Sharifabad to Dadahara will be
upgraded and rehabilitated with the savings achieved in the amounts earmarked for
resettlement and civil works for Sharifabad - Kanju Road and no additional funds will be
required for up gradation and rehabilitation of these three km.
For further details, please refer to the main EIA report of Sharifabad - Kanju Road.
1.3 Project Classification
The project only involves up gradation and rehabilitation of an existing road along an
existing route of 3.00 km with no major changes in the Right of Way (RoW) of road in an
area with little environmental and/or social sensitivity. Therefore, the project falls in
Category “B” according to the World Bank’s Operational Policies.
1.4 Overview of the EIA
As stated earlier, the EIA for the main project of Sharif Abad to Kanju Road has already
been approved by the EPA with an NOC issued in the month of July 2011.
For the preparation of the EIA report, data was collected through field surveys, public
consultation and literature research. Consultations were also carried out with the
stakeholders. Prior to preparation of the Environment Management Plan (EMP),
Screening and scoping of the study was carried out. Women consultations were carried
out to create a gender balance.
All related regulations and protocols were also discussed in that study.
Analysis of alternatives were discussed in detail in a separate chapter selecting the best
option of all
A comprehensive EMP was then prepared accompanied by an effective Environment
Management Monitoring Plan (EMMP) and supported by an institutional arrangement.
The total cost of managing the environmental aspects was worked out to be Pak Rs.
1.50 Million.
The EIA at the end showed that potentially negative impacts associated with the
proposed project were mostly moderate and reversible in nature, easily addressed with
the help of appropriately designed and effectively implemented mitigation measures
proposed in the report.

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Figure 1.1: Project Area Location

Figure 1.2: Project Location
MADYAN
CHAKDARA
KANJU
SHARIFABAD
MDTF Sponsored
Section
Length: 10.5 Km.
DADAHARA
Additional
Length: 3.0 km.

2.0 Policy, Law and Protocols
The policy framework, national legislation and international protocols applicable to the
Sharifabad - Kanju Road are also applicable to this project. The project is expected to
comply with the national legislation relating to environment in Pakistan and to obtain all
regulatory clearances required. The project at the same time has to conform to the
operational manuals of the donor and the environmental safeguards provided therein.
OP Description Actions
(OP 4.01) Environmental Assessment None of the potential impacts of the
project are likely to be large scale,
unprecedented and/or irreversible,
the project has been classified as
Category B
An EMP has been developed for the
mitigation of negative impacts
(OP 4.12) Involuntary Resettlement The resettlement impacts of the
project will be managed in
accordance with this OP and
addendum to Resettlement Action
Plan is under preparation.
(OP 4.36) Forestry None as OP 4.36 is not triggered
(OP 4.09) Pest Management None as OP 4.09 is not relevant
(OP 4.37) Safety of Dams None as OP 4.37 is not relevant
(OP 7.50) Projects on International
Waterways
None as OP 7.50 is not relevant
(OP 4.11) Cultural Property None as OP 7.50 is not unlikely
(OP 4.10) Indigenous People None as OP 4.10 is not triggered
(OP 7.60) Projects in Disputed Areas None as OP 7.60 is not relevant

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3.0 Description of the Project
3.1 Location
The road is located on the right bank of the River Swat in the Swat district of KP
province of Pakistan (see maps in Figures – 1.1 and 1.2).
3.2 Road Length
The 10.5 km long Sharifabad to Kanju section of road is financed by the World Bank.
The additional three km long segment will be upgraded and rehabilitated with the
assistance of savings in the main project.
3.3 Existing Road Dimensions
The existing RoW of the road is about 4.5 – 5.0 m wide. In consideration of proposed
widening of the road and envisaged protection works both for hillside and valley side
slopes, the RoW has been proposed to extend up to 12 m. However, to avoid the
resettlement issues, proposed RoW will be reduced up to the available space and even
at ribbon development areas, RoW may confined up to the existing RoW and road cross
section will be accommodated within the available space. (Source: Inception Report for
Upgradation / Rehabilitation of Road from Chakdara to Madyan on Right Bank of Swat River).
3.4 Drainage Structures
Key structures included in the project are given in Table 3.1.
Table 3.1: Key Project Features / Structures
Feature / Structure No / Description
Culverts/Bridges (total) 18
Covered Side Drain On both sides of road in built up area
Foot Path
Covered side drain will be used as foot
path
3.5 Link Roads
Following are the main link roads which join the project road.
Near km 28+000 about 2.5 km before Sharifabad, a road from Ziarat and Suigally meets
with the project road.
At km 30+000, a road connects the Gaarhi village with project road.

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3.6 Scope of Work
The scope of work and proposed improvements of the selected reach under the
Rehabilitation / Upgradation of Chakdara – Madyan Road is described below:
 A longitudinal drain has been proposed throughout the length of the section on
hill side. Provision of culverts at suitable locations has been made in the design
to carry the load of the hill side drain for their outfalls at the valley side.
 A retaining wall will be provided on valley side to check the erosion of
embankment by the rains or failure of the slopes due to scouring or otherwise.
 A guard rail will be provided for embankment heights greater than 3 m.
 No particular public facilities have been proposed except road furniture and
signage.
 Intersection of earthen/paved tracks will be improved.
3.7 Length–wise Description of the Project
Length wise description of features along the alignment is given in Table 3.2:
Table 3.2: Main Features along the Alignment
Chainage Description
1. km 27+424 - km 28+500
Agriculture land on both sides of the road
along with few settlements. The terrain of
area varies from flat to rolling.
2. km 28+500 - km 29+900
Narrow serpentine road passes through
small hills on one side and nullah on the
other. Rolling terrain with small hills on
left side of the road.
3. km 29+900 - km 30+424
The terrain of area changes from rolling
to flat. The surrounding open land is used
for agriculture.
3.8 Existing Road Condition
The existing road traverses through cultivated lands through plain and rolling terrain on
the Right Bank of River Swat. The existing road is narrow and in poor condition. This
section is about 3.00 Km in length and carries a little passenger and freight traffic.
Overall condition of the road is very poor to fair. Major distress includes: Raveling,
Cracking and Patching. Width of road is about 3.5 m at most location. This section from
km 27+424 to km 30+424 is single lane and in poor condition. The pictorial view of
project section is given in Figure 3.1.

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Figure 3.1: Pictorial View of Project Road
The road with small hills on left side Winding road between fields with Sharifabad in background
3.9 Design Criteria
Design Criteria for horizontal and vertical alignment of project is given in Table 3.3.
Table 3.3: Design Criteria
Element / Design Parameter Unit
For Plain &
Rolling
Terrain
For Hilly
Terrain
For
Mountainous
Terrain
Design Speed km/h 80 55 40
Width of Travel Way m 7.3 7.3 7.3
Out Shoulder Width m 2.0 2.0 2.0
Inner Shoulder Width m 2.0 2.0 2.0
Cross–slope Carriageway % 2 2 2
Cross–slope Shoulders % 4 4 4
Maximum Gradient % 4 7 9
Super-elevation Run–off m 43 33 30
Source: PC-I for Upgradation / Rehabilitation of Road from Chakdara to Madyan on Right Bank of Swat
River
The typical cross sections of project road for built up area and rural area are given in
Figures 3.2 and 3.3.
3.10 Work and Material
3.10.1Estimated Work / Major Work Items
Estimated quantum of work involved in project is given in Table 3.4.

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Table 3.4: Estimated Work
Works Quantity / Value
Road Length 3.0
Average Embankment Height 1.5
Bridges / Culverts 18
3.10.2Materials Requirement
An estimate of quantities of different materials required for construction of project road is
given in Table 3.5.
Table 3.5: Construction Material Requirement
Material / Item Unit Quantity
Earth Work Excavation for Road and Structure
Works
cubic meters 24,000
Formation of Embankment from Roadway
Excavation and Borrow Material
cubic meters 63,000
Granular and Common Backfill for structures cubic meters 1,500
Granular Sub Base Course cubic meters 11,000
Aggregate Base Course cubic meters 2,500
Asphaltic Base course Plant Mix (Class–A) cubic meters 1,000
Asphaltic Concrete for Wearing Course (Class–B) cubic meters 120
Concrete cubic meters 3,000
Reinforcement Steel Ton 60

Figure 3.2: Typical Cross Section of Road in Built-up Area
Source: Design Drawings for Package-I, Phase-I, Sharifabad – Kanju Section of Chakdara to Madyan on Right Bank of Swat River

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Figure 3.3: Typical Cross Section of Road In Rural Area
Source: Design Drawings for Package-I, Phase-I, Sharifabad – Kanju Section of Chakdara to Madyan on Right Bank of Swat River

3.11 Raw Material Availability
Sources of different raw materials required for construction are given in Table 3.6.
Table 3.6: Raw Material Availability
Raw Material Availability
Borrow material Along the Road
Stones for retaining walls
and rip rap.
km 29+000, km 36+500
Stone for sub-base,
aggregate base course,
asphalt courses
River Pit Run Gravel for sub-base, Dayar Shah
Crushing plant located near km 36+000 for
aggregate base courses and asphalt courses
Bitumen Refineries in Karachi or Rawalpindi
Asphalt Refineries in Karachi or Rawalpindi
Brick Mardan
Sand Sand of River Swat flood plain at km 24+500
Clean water for specific
uses.
Swat River Water
Other water for compaction
and sprinkling.
Seasonal nullahs crossing the road
Reinforcement Steel Nearby Market
G.I. Pipes Nearby Market
Cement Nearby factories
3.12 Machinery to be used
The machinery like graders, batching plants, asphalt mixing plants and others already
working on the project will be utilized as given in Table 3.7:

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Table 3.7: Machinery Requirement
Machinery Quantity
Graders 1
Tractors 4
Vibratory Rollers 02
Asphalt Mixing Plants 1
Stone Crushers 1
Batching Plants 1
Water Bowsers/Sprinklers 4
Oil Tankers 1
Haulage Trucks 5
Excavators / Loaders 2
Small Vehicles 4
Dozer – D–9, D–10 2
Shift Roller 3
Asphalt Machine 1
3.13 Equipment and Installations
The equipment and installation already available on the project will be utilized as given
in Table 3.8:
Table 3.8: Equipment and Installation
Equipment / Installation Quantity
Fire Extinguishing Equipment 2
Electricity Generator 2
Water Pumping Equipment 2
Communication System 4
3.14 Construction Schedule
The construction / upgradation / rehabilitation of Sharifabad – Kanju road has
commenced in September 2011 and the work is due for completion by October 2013
with a completion time of two years. The additional length of three km will also be
completed within the completion time of the main project.
3.15 Construction Logistics
3.15.1Work Base
The work base has been setup almost in the middle.

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3.15.2 Labor Supply
The contractor will be contractually bound to employ maximum local people except for
jobs the local expertise is not available. The Table 3.9 gives an illustrative picture of the
labor employment.
Table 3.9: Illustrative Distribution of Labor
Type of Labor Local Non–local Total
Skilled 40 60 100%
Semiskilled 50 50 100%
Unskilled 100 0 100%
By and large the daily wage rates fixed by the local commissioner will be used.
3.15.3 Labor Camps
Labor camp is located in Kabal Township on Sharifabad – Kanju Road. Although a
majority of the labor force will come from local sources, they will get picked up and
dropped by contractor transport. Some unskilled, most semiskilled and skilled workers
may have to be brought in by contractor from far off towns who will live in camps. Due to
its location near the work base, the camp makes the work access easy to the camp
dwellers.
3.15.4 Machinery Maintenance and Equipment Yards
The machinery and equipment has been accommodated in the open yard available near
a petrol pump in km 33+000. The yard has enough storage and haulage space with
ample moving and working space. The yard is walled provided with ample security staff.
3.15.5 Material Depots
Near the work base, material depots for storing construction material with ample open
space for storing stones shingles and bricks have been established. Store keepers to
keep account of incoming and outgoing material have been deputed on these sites.
3.15.6 Machinery Repair Workshops
The contactor has established his own workshop for repair of vehicles and other similar
machinery at the Maintenance and Equipment Yards.
3.15.7 Approach to Work Bases
Since, the work base has been established close to the road under construction, so
already existing road provide easy access to the work base. Ample government land is
available on either side for the project road which is used for making supplementary
access road and paths to the work base.

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3.15.8 Petrol Pump and CNG Pump
The machinery and equipment has been accommodated in the open yard available near
a petrol pump in km 33+000 which also helps in avoiding any delay in construction work
due to non-availability of diesel for his construction Machinery.
3.15.9 Camp Offices
Adjacent to labor camp and adjacent to work base, the contractor has located camp
offices in Kabal Township on Sharifabad – Kanju Road.
3.15.10 Security Arrangements
Given the prevailing condition in the area where project is to be implemented, necessary
security staff is necessary. Enough security is provided at Work Base, Labor Camp,
Material Store, Equipment Yards and location of the work in progress on the work site.
Coordination with nearby Police, Army and Levy Units has also been ensured.
3.15.11 Healthcare
With a large number of labor and employees working in the project of road construction,
small accidents are expected to take place on all construction sites. Healthcare
arrangements at site have been established by the contractor.
3.15.12 Labor Reporting Office
Along the road and in work bases special areas will be marked where the labor can
gather at the time of pick and drop, emergency or briefing and places will be clearly
marked and kept open and clean and as per requirement equipped with public address
system.
3.15.13 Labor Transport
Arrangements will be made to pick and drop local labor every day. It will help them to
spend nights of their households and render some services at home. This will also keep
the camps less pressurized and manageable.
3.15.14 Work Uniform and Health Safety Equipment
Road construction is a special job and the labor working on such work requires special
protective uniforms and special HSE measures. It will be ensured that the labor engaged
in breaking of stones, handling bricks, mixing concrete or mixing and laying asphalt will
have long boots overall dresses, goggles and safety hats. As an overall HSE measure
anyone going into the construction area will also wear safety hat.

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3.15.15 Signage
During construction on construction site in particular and on the entire road length in
general, suitable signboards and traffic signs will be displayed at all along the length of
the project road. This will help in forestalling any possible accidents.
3.15.16 Lighting and Illumination
Suitable lighting arrangement will be made by the contractor over all work basis, work
sites, camp sites machinery yard and material depots. This can help the contractor for
extended working hours as well as security. If WAPDA electric supply is not available,
electricity generators will have to be arranged on all spots where lighting is required.
3.16 Safe Design Criteria
To meet international standards envisaged by the World Bank, the following design
criteria have been adopted in the project:
 Geometric Design : AASHTO
 Material Testing : ASTM
 Structure : ACI
 Structure Loads : Class A – AA as per FHA approval
 Seismic Design : UBC 97 and SIS Building Code based
on Seismic Study Zone Maps
 Curve Widening : 0.6 to 1.6 depending upon length
3.17 Estimated Project Cost
Final design and drawings of the additional 3.00 km section have been finalized: These
3.00 km will be upgraded/rehabilitated within the financial assistance of Friends of
Pakistan through the World Bank to the tune of US$ 8.0 million which is equivalent to
about PKR. 680 million and no additional funds will be required.

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4.0 Baseline Study of Project Area
The road section under the proposed project passes through comparatively flat valley.
The corridor is located in the watershed of Swat river which itself flows into the Kabul
river. Climatically the area has cold winter and relatively mild summers. Rainfall is mainly
received during monsoons and spring. The river Swat receives flash floods periodically.
Extremely cold winds blow during winters. Ambient air is generally clean.
No endangered species are reported in the selected reach of the section. No game
reserves and wildlife sanctuaries exist in the vicinity of Project Area. Common mammals
found in the area include Jackal, Fox, Porcupine, Jungle Cat, Hare, Rats, mice and other
rodent mammals. Domestic animals include goats, sheep, buffaloes and cows. Also
found on the higher snowy peaks are the wild mountain sheep (markhor, the national
animal of Pakistan), black and brown bear, panther and musk deer. Common reptiles in
the area include snakes, krait, frog, lizards. Scorpions and spider are other poisonous
creatures of the area.
No wetland lies within close vicinity of the Project corridor except Swat River which flows
all along the Project route. But it is not functioning as wet land due to high velocity and
absence of pounding actions.
Vegetation of the project area falls under humid–temperate latifoliate forest. Dominate
tree species consists of Chir. Shisham, Mulberry, Bakain, Eucalyptus, Rubinea and Kao
are the other varieties found in the project area. Fruit trees in Project Area include Apple,
Pear, Peaches, Walnut and Guava. Grasses consist of Nari, Lavindar, Deela, Trakla.
Rich ground flora of many herbs including vibrunum, lonicera. A number of medicinal
plants are found in the area including Tarkha (Artemizia species), Unab (Zizyphus
Sativa), Althea (Althaca Officinalis), Banafsha (Viola serpens), Mushki Bala (Valeriana
species) and Sufed (Aspargus species). No endangered floral species were reported in
the Project Area.
Swat River is endowed with Brown Trout Fish which is allowed to be caught by angling
under license from Fisheries Department.
There are no protected areas or endangered species in the area.
There is no industry in the area. Agriculture is restricted to comparatively flat areas or
terraces. Jirga system is still the most dependable social unit. Almost 100 percent
population is Muslims. Women form a less favored section of the society. Child labor is
common.
Further details of the baseline conditions are presented in the main EIA report.

24
5.0 Environmental Impact Assessment and
Mitigation Measures
5.1 Explanation of Impact Assessment
This section provides a brief explanation of key potential impacts suggesting mitigation
measures for the adverse impacts.
5.1.1 Site for Disposal of Waste Construction Material
Due to some cutting involved, there may be surplus earth or waste construction material
which needs disposal.
Mitigation
The construction waste material will be disposed off in allowed/approved selected barren
spots. No waste material will be thrown into the river or water bodies.
5.1.2 Location of Labor Camps, Material Depots, Equipment Yards and Approach
Roads
The labor camps, material depot, equipment yard and approach roads will be located on
state lands available on either side of the road.
Mitigation
The contractor will, in consultation with RE, select the location of all these facilities within
the state land, at least 250 m away from the communities.
5.1.3 Contamination from Diesel and Other Oil Spills from Construction Machinery
Any leakage or spillage of diesel, oil or any other chemical will contaminate the soil
which may in turn impact the water sources, nearby community and/or productive land.
Mitigation
Contractor will apply strict rules on his workers and labor to ensure that no spill or
leakages are caused. All fuels, oils and bitumen will be stored appropriately, with
concrete padding and bunding for containment in case of leakage. If the spills or
leakages do take place, it must be followed by the treatment prescribed in the EIA
report.

25
5.1.4 Damage to Roads, Cross Drainages
Damage to roads, cross drainages can arise through carelessness of the heavy
machinery drivers or operators if the drivers/operators are not made aware, trained and
bound to be careful.
Mitigation
Contractor will impose strict control over operators and drivers of all types of vehicles to
minimize any damage to roads or structures. Should any damage take place, the
contractor will carry out repairs immediately.
5.1.5 Release of Construction Water and Dumping of Soil
Uncontrolled release of construction water or dumping of excess soil/rubbles can
destroy/damage the nearby structures, slopes, and private property, potentially leading
to significant damage.
Mitigation
The contractor will make arrangements to avoid such leakages, uncontrolled releases,
and dumping of soil/rubbles. Should such leakage develop, the contractor must remain
fully prepared to immediately control the discharge.
5.1.6 Impact of Borrowing Material from Earth Borrow Sites
A large quantity of earth will be removed from borrow pits located within the state land
on either side of the road. This can potentially cause slope instability, loss of soil/land
productivity, uneven terrain, and altered drainage.
Mitigation
The borrow areas will be selected after obtaining approval from the RE. The contractor
will ensure that the borrowing does not cause slope instability, loss of soil/land
productivity, uneven terrain, and altered drainage.
5.1.7 Impact on Roads/Infrastructure used for Transport of construction Materials
including Asphalt, Bitumen
Transport of construction machinery, construction material and construction workers will
cause additional wear and tear of the roads/infrastructure and raise considerable dust.
Mitigation
The contractor will be responsible to repair any damage caused to the local
infrastructure by the construction activities. Water sprinkling will be carried out where
necessary to minimize dust emissions.

26
5.1.8 Impact of Stone Quarrying
Inappropriate quarrying practices can lead to unstable slopes, risk of landslides, loss of
top soil, and damage to the natural vegetation.
Mitigation
The government-approved quarry will be selected after obtaining approval from the RE.
It will be ensured that the quarrying does not significantly affect the slope stability, top
soil, and natural vegetation of the area.
5.1.9 Impacts on Surface Water
Inappropriate waste disposal can potentially contaminate the water bodies in turn
affecting the local communities and aquatic biodiversity.
Mitigation
No untreated effluents will be released to the environment. For the toilet waste, the
contractor will establish/install appropriate waste treatment system (such as septic tanks
and soaking pits) at the site facilities (offices, camps, others). The waste water from
kitchen and toilets can be released in soaking pits or used for plantation/water sprinkling.
Oily water must be passed through a settling tank.
5.1.10Source of Drinking Water
The construction activities can potentially damage/affect the drinking water sources of
the communities. The usage of unsafe water by the construction workers can cause
health problems.
Mitigation
It will be ensured that the drinking water sources of the communities are not affected.
The contractor will repair/replace/compensate for any damages caused by the
construction activities.
The contractor will make arrangements to supply safe drinking water to its staff and
workers.
5.1.11Protection of Construction Work from Floods
Floods and heavy rains can potentially affect the construction works.
Mitigation
A suitable flood warning system is required to alert the whole implementation unit to
adapt ways and means to adapt safeguards against flesh floods in the river or

27
ephemeral streams. The contractor will make fool proof arrangements in advance to
protect the ongoing construction works from floods.
5.1.12Effect on Surface Flow Conditions
The road can potentially affect and disrupt the drainage pattern of the area.
Mitigation
Design Engineer will ensure provision of appropriately sized side drains, to avoid
negative impacts on the local drainage pattern. Contractor will follow the design
specifications meticulously.
5.1.13Dust and gaseous Emissions from Construction Machinery or Asphalt Plants
The construction activities and operation of vehicles and machinery will release exhaust
emissions and also raise dust.
Mitigation
The contractor will ensure that its vehicles, machinery, and generators are properly
designed and maintained, and comply with the applicable NEQS. The asphalt plant will
not be operated without properly functioning dust control system such as wet scrubber.
Water will be sprinkled where necessary to control the dust emissions.
5.1.14Noise
The construction activities will generate noise, which can potentially affect the
communities, wildlife, and also the construction workers.
Mitigation
The contractor will strictly follow the NEQS for ambient noise.
5.1.15Impact on any Stream or Water Body
Some stream or water bodies may be affected or blocked by construction of the road.
Mitigation
No dumping will be allowed in a stream or a water body. All streams running across the
road will have culverts or causeways. All streams running parallel to road will be
embanked.

28
5.1.16Damage to Fish and Fisheries
Inappropriate waste disposal in the river water can affect the aquatic fauna.
Mitigation
No untreated waste, excess soil, or garbage will be dumped in the river. River and
streams will not be blocked by the construction activities. No hunting, trapping, or fishing
by the construction workers will be allowed.
5.1.17Loss of Structures
Althouhough people have encroached the government land within the three km long
Dadahara to Sharifabad, but due to availability of ample space for blacktopped road and
the policy of rehabilitation within the available corridor of construction, no structure will
be affected.
5.1.18Removal of Trees
Total number of public/private fruit bearing / non fruit bearing trees falling within the
proposed RoW comes to about 200. The information in respect of number and
ownership of the trees by type will be submitted in the summarized form and details will
be provided in addendum to SIA report.
Compensation
A compensation will be paid to the owners in accordance with the procedures set out in
the addendum to SIA/Resettlement Action Plan (RAP).
Compensatory tree plantation will be carried out for Forest Department owned trees and
for each tree removed, five saplings will be planted. Depending upon the total number of
trees (as per SIA and RAP report), saplings will be planted by Forest Department for
which adequate provision will be made in the Budget. The Project will ensure
appropriate care and monitoring of this plantation.
5.1.19Acquisition of Land
For geometric improvement of the road, land to the extent of 0.5 acre (4 kanals) will be
acquired. Most of the land is non agricultural. The details will be provided in addendum
to SIA report.
Compensation
Compensation will be paid to the owners in accordance with the procedures set out in
the addendum to SIA/Resettlement Action Plan (RAP).

29
5.1.20Temporary Land Acquisition
Land required for establishing contractor’s facilities including camp, workshop, plants,
borrowing earth material and dumping excess spoil will be acquired directly from private
landowners by the contractor. The provisions of the Land Acquisition Act, 1894 will not
be invoked under the proposed Project, as the acquisition of the land will be temporary
and will be covered by short–term lease agreements between the landowners and
contractors under the approval of the Project Engineer. Rental terms will have to be
negotiated to the satisfaction of the landowners concerned.
Compensation
The staff of the PKHA and supervisory Consultants will monitor the process of
restoration and ensure, through the terms of the construction contracts, that landowners
are compensated according to the terms of the lease agreements, and the restoration
actions agreed upon by the contractors are duly carried out. The photo–documentation
of the existing land prior to temporarily acquisition should be available, which will be
beneficial to resolve the restoration conflicts between the landowner and contractor.
Similarly, prior to the commencement of construction activities, the Contractor will carry
out base line survey for selecting the camp sites, dumping sites, public and
community/private owned utilities, in conformity with the requirements of SIA study. The
contractor will submit a development plan to the Engineer–in–charge, local government
and EPA (KP), for its scrutiny and approval.
Where the use of agricultural land is unavoidable for borrow of earth material, the top 30
cm of the plough layer will be stripped and stockpiled for redressing the land after the
required borrow material has been removed. In case deep ditching is carried out, the top
1 m layer of the ditching will stripped and stockpiled. The ditch will initial filled with scrap
material from construction then leveled with the stockpiled topsoil to make it even with
the rest of the area. It shall be ensured that the scrap does not contain any material that
may produce obnoxious material that would contaminate soil or water resources.
Barren lands or valley side slopes will be used for dumping the excavated spoil material.
Appropriate sites have to be located along the road for this activity.
These facilities will be regularly monitored and cleaning activities implemented during
operation phase to improve the cross drainage facilities of area.
5.1.21Infrastructure within RoW
No public infrastructures such as schools, hospitals or offices fall within RoW. However,
5 electric poles and 4 telephone poles falling within the RoW will be relocated through
their respective departments. Budgetary provisions for this activity have been made.
Mitigation

30
The survey has revealed that construction of project will affect 4 telephone and 5 electric
Poles. The per unit relocation cost of these utilities were arrived at after having
discussions with the officials of these departments and are provided as under.
 Electric Pole Rs. 35,000 per Unit
 Telephone Pole Rs. 15,000 per Unit
Total cost of relocating the utilities works out to be Rs.235,000 (Rs. 175,000 for electric
poles and Rs. 60,000 for shifting of telephone poles).

31
6.0 Environmental and Social Monitoring Plan
(ESMP)
Main instrument of recognition of the Environmental Impact is the Environment
Management Plan (EMP). Implementation of the EMP will be the contractual obligation
of the Contractor. For that he will engage a full time technical staff capable of a carrying
out the prescriptions of the EMP as contractual obligations under the contract document.
The Engineering Supervision Consultants will have on their team a full time professional
level Environmental Expert to provide an overall professional cover to the environmental
monitoring process and the procedures and initiate required reports and point out any
gaps in the implementation of the mitigation measures or enforcement of the
prescriptions of the EMP. In KpHA there is an Environmentalist, which will monitor and
evaluate (M&E) application of environmental measures at detailed design, bidding and
construction stages. The result of M&E activities will be included as routine element of
reports prepared by the Project Manager for KpHA.
The monitoring program will comprise site inspection designed to determine contractor’s
compliance or otherwise with EMP and applicable regulations and statutes.
To assessment and address the social aspects of the project, a separate social
assessment has been conducted, during which social impacts and their mitigation have
been identified in detail. In addition, social impacts will be managed through the Social
Framework Agreement (SFA), which has been made amongst RE as representative of
the KpHA, the Contractor and the Communities living in the vicinity of the project area.
6.1 Institutional Arrangements
The existing organogram of the KpHA is already adequate (see Figure – 8.1) wherein a
Deputy Director Environment is already functioning. The Consultants will have a
professional level Environmental Expert on their panel.

32
Figure 66.1: organogram for implementation of emp
6.2 Mitigation Plans
Table 66.1: Environmental Impacts during Construction Phase
Impact Mitigation Responsibility
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
Implementation Supervision Monitoring
1. LAND RESOURCES
1.1 Site for disposal
of waste
construction
material
Controlled disposal
of the waste
construction
material on agreed
site per agreed
method. The area
to be leveled and
contoured after
disposing excess
material. No waste
will be thrown in the
river or other water
bodies.
Contractor’s obligation
as defined in the Tender
and Contract Documents
Contractor in
Collaboration
with RE
Supervision
Consultants
through
Environmental
ist of
supervision
consultant
(ESC)
(i) Deputy
Director
Environment
(DDE)
(ii)
Independent
Environmental
Monitor (IEM)
(iii) Donor’s
Environmental
Monitoring
Mission
(DEMM)
1.2 Landslides, or
unstable soil
Local
readjustments in
foundation
treatment or any
other small
changes will be
allowed to the
contractor by the
Resident Engineer
(RE). Contractor
will make all
arrangements to
as defined in contract
and the Tender
document
Contractor and
RE
ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM
Frontier Highway
Authority
Donors Environmental
Monitoring Mission
(DEMM)
Contractor’s
Environmentalist
Contractor
Environmental
Supervision Consultant
(ESC)
Deputy Director
Environment (DDE)
Project Director
Independent
Environment Monitor
(IEM)
Donor
Resident Engineer
(RE)

33
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
avoid any land slide
caused by the
construction
activities; remedial
actions will be
undertaken in case
of any such slide.
1.3 Location of
camps, materials,
equipment and
special approach
routes and roads
The contractor will,
in consultation with
RE, select the
location of all these
facilities within the
state land. The
camp/other site
facilities will be
established on a flat
land without much
natural vegetation,
at least 250 m away
from the
communities.
Satellite imagery
can also be used to
select the suitable
sites, to record the
pre-construction
conditions, and to
monitor the
condition of these
sites during and
after the
construction phase.
Contractor’s obligations
to locate these sites in
agreement with RE as
per contract and
community obligation as
per SFA
Contractor and
RE
ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM
1.4 Any natural
disasters such as
heavy rains, floods
and earthquakes
Contractor in
consultation with
RE and local
community will
resolve the issues,
in the best interest
of the FHA. Neither
party will, however,
be held responsible
for any force
majeure.
Contactor’s obligation
defined in the Tender
and contract data and
SFA with community
Contractor and
RE
ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM
1.5 Rehabilitation of
project extraction
sites and storage
materials
The borrow areas
will be selected
after obtaining
approval from the
RE. The contractor
will ensure that the
borrowing does not
cause slope
instability, loss of
soil/land
productivity, uneven
terrain, and altered
drainage. Wherever
possible/necessary,
these places will be
leveled and planted
Contactor’s obligation
and contract data
Contractor and
RE
ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM

34
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
with trees using
appropriate planting
technology/method
ology.
1.6 Stabilization of
slopes on earth fill
works
Appropriate design
for protection and
minimizing effects
of cross flow of
streams.
Contractor to take
all necessary
measures for
stabilization of
slopes.
Preferably whole of
problem ought to be
mitigated through design
For any further
eventuality, it is
contractor’s obligation to
minimize the impact
Contractor and
RE
ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM
1.7 Agriculture land
destruction
Cuts, fills, digging
and borrow
operations to be
controlled. Disposal
of waste material to
be controlled.
any damage to the
agriculture land
and/or crops to be
compensated.
refrain from entering into
unauthorized agricultural
land to be defined in the
contract document
clearly. Also clause in
SFA
Contractor and
RE
ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM
1.8 Contamination
from diesel and
other spills from
construction
machinery
Contractor will
apply strict rules on
his workers and
labor to ensure that
no spill or leakages
are caused. All
fuels, oils and
bitumen will be
stored
appropriately, with
concrete padding
and bunding for
containment in case
of leakage.
The contractor will
employ the general
criteria for oil and
leakage at
construction sites,
as per standards
set forth by “Guide
Lines for Oil Spill
Waste Minimization
and Management”
issued by
International
Petroleum Industry
Environmental
Conservation
Associate
and contract data
Contract and RE ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM
1.9 Damage to
Roads, Cross
Drainages
Contractor will
prepare standard
operating
procedures and
impose strict control
Contract document and
drawings to clearly spot
such points and contract
document may make it
contractor’s obligations
FHA
(ii) IEM
(iii) DEMM

35
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
over operators and
drivers of all types
of vehicles to
minimize any
damage to roads or
structures. Should
any damage take
place, the
contractor will carry
out repairs
immediately. An
effective sinology
and a good traffic
plan can reinforce
the instructions to
drivers.
to make temporary
arrangements.
1.10 Earthen
embankment or
concrete work edge
scouring on the
Protection Bunds or
on main sill
structure
Edge scouring of
earthen
embankments or
concrete work must
first be dealt at
design stage.
Wherever such a
situation is
anticipated, aprons
should be provided
to secure edges
and specifications
must be kept of
high standards.
During the
construction phase
this aspect should
be addressed
through appropriate
construction
methodology and
employing
appropriate
techniques such as
protection walls and
rip rap. Contractor
will repair all
damages to the
earthen
embankments,
concrete works, or
pavement edges
caused by the
construction works.
drawings to indicate
such spots and to make
it contractor’s obligation
to not to allow scouring.
FHA
(ii) IEM
(iii) DEMM
1.11 Release of
Construction Water
and Dumping of
Soil
The contractor will
make adequate
arrangements to
avoid such
leakages,
uncontrolled
releases, and
dumping of
soil/rubbles. Should
Provision in the Tender
and contract documents
and drawings
FHA
(ii) IEM
(iii) DEMM

36
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
such leakage
develop, the
contractor must
remain fully
prepared to
immediately control
the discharge. The
contractor will be
liable to pay for or
repair such
damages.
1.12 Any
Discharge, Spill or
Dumping in
Graveyards or
Burials
The contractor will
take all
precautionary
measures to
forestall any
uncontrolled
release of effluents
or dumping of
soil/rubbles into any
graveyards, shrine
or any other
religiously sensitive
place. The
contractor will be
liable to repair
and/or compensate
any damage to
such places caused
by the construction
activities.
Contract document,
drawing and community
obligation in Social
Framework Agreement
(SFA)
Contract and RE
and Community
ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM
1.13 Any discharge
spill or dumping
onto any building or
house on the bank
of the road
It must be protected
by a wall, retaining
walls or rip–rap
works as the case
may be
drawing
FHA
(ii) IEM
(iii) DEMM
1.14. Impact on
Roads/Infrastructur
e
The contractor will
be responsible to
repair any damage
caused to the local
infrastructure by the
construction
activities. Water
sprinkling will be
carried out where
necessary to
minimize dust
emissions.
drawing
FHA
(ii) IEM
(iii) DEMM
1.15. Impacts of
stone quarrying
The government-
approved quarry
will be selected
after obtaining
approval from the
RE. It will be
ensured that the
quarrying does not
significantly affect
the slope stability,
top soil, and natural
drawing
FHA
(ii) IEM
(iii) DEMM

37
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
vegetation of the
area.
1.16. Soil
Compaction due to
Labor Camps and
Machinery Yards
The contractor will
restore the area
under its temporary
facilities.
Photographs taken
at the time of
establishment of
these facilities will
be used for this
purpose.
drawing
FHA
(ii) IEM
(iii) DEMM
2. WATER RESOURCES
2.1 Impact of
Sourcing of
Construction Water
The contractor will
procure water from
a source approved
by the RE, and if
necessary, after
obtaining the
community consent.
It will be ensured
that this
procurement of
water does not
negatively affect the
communities or
other water users.
Contract Documents and
FHA
(ii) IEM
(iii) DEMM
2.2 Diesel and
other fluids spilling
over to streams
water from
construction
machinery
The contractor will
make all necessary
arrangement to
avoid any leakages
or spills of fuels,
oils and chemicals.
In case of any
accidental
leakages, the
procedures
presented in
Section 7.2.5 of the
main EIA will be
applied
to be clearly defined in
contract document
FHA
(ii) IEM
(iii) DEMM
2.3 Protection of
construction work
from flood river or
any ephemeral
streams
A suitable flood
warning system is
required to alert the
whole
implementation unit
to adapt ways and
means to adapt
safeguards against
flesh floods in the
river or ephemeral
streams. The
contractor will make
fool proof
arrangements in
advance to protect
the ongoing
construction works
from floods, as per
and drawings to keep
contractor alert equipped
against any such
eventuality. He must be
in touch with flood
information centre.
FHA
(ii) IEM
(iii) DEMM

38
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
information
received from the
meteorological
department or any
other type of flood
warning system.
2.4 Obstruction of
flow of water across
road
The road design will
include adequately
designed bridges
and culverts at the
appropriate
locations. The
contractor will
ensure that these
water bodies/water
courses are not
blocked during the
construction phase.
and coordination.
Provisions in SFA to
prepare communities.
Contract and RE
XEN of the area
ESC (i) DDE of
FHA
(ii) IEM
(iii) DEMM
1.5. Impacts
on Surface Water
No untreated
effluents will be
released to the
environment. For
the toilet waste, the
contractor will
establish/install
appropriate waste
treatment system
(such as septic
tanks and soaking
pits – appropriately
sized and located)
at the site facilities
(offices, camps,
others). The waste
water from kitchen
and toilets can be
released in soaking
pits or used for
plantation/water
sprinkling. Oily
water must be
passed through a
settling tank. The
contractor will
prepare a waste
management plan
and have it
approved by the
RE.
contract document
FHA
(ii) IEM
(iii) DEMM
1.6. Source of
Drinking Water
It will be ensured
that the drinking
water sources of
the communities
are not affected.
The contractor will
repair/replace/comp
ensate for any
damages caused
by the construction
contract document
FHA
(ii) IEM
(iii) DEMM

39
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
activities.
1.7. Effect on
Surface Flow
Conditions
Design Engineer
will ensure
provision of
appropriately sized
side drains, to avoid
negative impacts on
the local drainage
pattern. Contractor
will follow the
design
specifications
meticulously.
During the
construction phase,
the contractor will
make temporary
drains and
embankments
where necessary to
channel the runoff
appropriately.
contract document
FHA
(ii) IEM
(iii) DEMM
3. AIR QUALITY AND NOISE POLLUTION
3.1 Dust and smoke
and other potential
pollutants from
construction
machinery
The contractor will
ensure that its
vehicles,
machinery, and
generators are
properly designed
and maintained,
and comply with the
applicable NEQS.
The asphalt plant
will not be operated
without properly
functioning dust
control system such
as wet scrubber.
Water will be
sprinkled where
necessary to
control the dust
emissions.
FHA
(ii) IEM
(iii) DEMM
3.2 Dust or other
pollutants from
stored materials
and spoil heaps
The material being
transported or
stored at the
stockpiles will be
kept covered where
necessary to avoid
dust emissions.
FHA
(ii) IEM
(iii) DEMM
3.3 Smoke from
burning of waste
materials or burning
of firewood in the
labor camp.
The contractor will
use clean and
smoke free fuel in
the labor camp.
Cutting and burning
trees / shrubs for
fuel will be
prohibited. Instead
gas cylinders
defined in contract and
Tender documents to
refrain from burning
waste material and
fuelwood and to provide
substitute for fuelwood
e.g. gas cylinders
FHA
(ii) IEM
(iii) DEMM

40
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
should be used in
the labor camp for
cooking purposes.
Similarly waste
burning will not be
allowed. The
contractor will
prepare waste
management plan
and have it
approved by the
RE.
3.4 Noise control
from use of old or
outdated machinery
The contractor will
strictly follow the
NEQS for ambient
noise. All necessary
measures such as
noise barriers will
be taken to reduce
the noise
particularly near the
communities. Rock
basting near the
communities will be
avoided to the
extent possible.
The local
communities will be
informed about the
rock basting. The
personal protective
equipment (PPE)
will be provided to
the construction
workers and its
usage will be made
mandatory.
FHA
(ii) IEM
(iii) DEMM
3.5. Physical Loss
of Any Stream or
Water Body
No dumping will be
allowed in a stream
or a water body. All
streams running
across the road will
have culverts or
causeways. All
streams running
parallel to road will
be embanked.
FHA
(ii) IEM
(iii) DEMM
4. Biological Resources
4.1 Damage to
Biological
resources during
construction
No clearance of
vegetation or killing,
hunting, or trapping
of wild animal will
be allowed.
Compensation will
be paid for any tree
cutting on the
private land.
Compensatory tree
plantation will be
Contractor’s obligation in
the contract to respect
wildlife, Forest and
Fisheries Laws.
A special clause
incorporated in the
contract documents to
respect and conserve
biodiversity and
conserve its terrestrial as
well as aquatic habitat.
FHA
(ii) IEM
(iii) DEMM

41
Mitigation
Measure
Contract and Social
Framework Agreement
(SFA) Clauses
carried out and for
each tree removed,
five saplings will be
planted. The
Project will ensure
appropriate care
and monitoring of
this plantation.
Camps and other
temporary facilities
will be established
in a manner that
minimizes loss of
natural vegetation
including trees.
Borrow material will
be obtained without
causing any
damage to the
natural vegetation.
To provide necessary
Sign Boards to make
labor, visitors and all
concerned aware of their
obligations towards
Biota.
4.2 Damage to
Biological
resources during
construction
Special checks
from time to time in
collaborator with
local communities
To facilitate inspections
by Wildlife, Forest and
Fisheries Officers to
ensure a proper
implementation of the
relevant laws.
To involve communities
through SFA
FHA
(ii) IEM
(iii) DEMM

42
Table 6.2: Social Impacts
Social Risk Mitigation Responsibility
Construction
Stage
Land to be Acquired on permanent Basis
The 3.00 km road section (chainage
27+424 to 30+424) from Dadahara to
Sharifabad is owned by PkHA. The
available RoW is 50 feet, (25 feet on
both sides from the centre of the
road). However, there will be some
acquisition of private non agricultural
land on permanent basis.
Compensation to the land owners
will be made in the light of Land
Acquisition Act, 1894.
RE / DD Pre–Construction
Temporary Land Acquisition
Land required for establishing
contractor’s facilities including camp,
workshop, plants, borrowing earth
material and dumping excess spoil
will be acquired directly from private
landowners by the contractor. The
provisions of the Land Acquisition
Act, 1894 will not be invoked, as the
acquisition of the land will be
temporary and will be covered by
short–term lease agreements
between the landowners and
contractors under the approval of the
Project Engineer. Rental terms will
have to be negotiated to the
satisfaction of the landowners
concerned.
 The staff of the FHA and
supervisory Consultants will
monitor the process of
restoration and ensure, through
the terms of the construction
contracts, that landowners are
compensated according to the
terms of the lease agreements,
and the restoration actions
agreed upon by the contractors
are duly carried out. The photo–
documentation of the existing
land prior to temporarily
acquisition should be available,
which will be beneficial to
resolve the restoration conflicts
between the landowner and
contractor.
Contractor, PE,
DD (North) FHA
Construction
 Similarly, prior to the
commencement of construction
activities, the Contractor will
carry out base line survey for
selecting the camp sites,
dumping sites, public and
community / private owned
utilities, in conformity with the
requirements of SIA study. The
contractor will submit a
development plan to the
Engineer–in–charge and local
government for its scrutiny and
approval.
Contractor / PE Pre–Construction
 Project facilities, viz.,
construction camp and
workshop will be located at a
minimum distance of 500 m
from existing plantation, and
settlements, etc. This limit will
be 1000 m in case of batching
plant.
Contractor / PE Pre–Construction
 As far as possible, waste /
barren land i.e. areas not under
agricultural, residential or
forestation use, and natural
areas will be used for borrow
material (if required) and setting
up project facilities.
Contractor / PE Construction

43
Construction
Stage
 Where the use of agricultural
land is unavoidable for borrow
of earth material, the top 30 cm
of the plough layer will be
stripped and stockpiled for
redressing the land after the
required borrow material has
been removed. In case deep
ditching is carried out, the top 1
m layer of the ditching will
stripped and stockpiled. The
ditch will initial filled with scrap
material from construction then
leveled with the stockpiled
topsoil to make it even with the
rest of the area. It shall be
ensured that the scrap does not
contain any material that may
produce obnoxious material that
would contaminate soil or water
resources.
 Barren lands or valley side
slopes will be used for dumping
the excavated spoil material.
Appropriate sites have to be
located along the road for this
activity.
 These facilities will be regularly
monitored and cleaning
activities implemented during
operation phase to improve the
cross drainage facilities of area.
DD (Notrth),FHA Operation
Increased risk of accidents caused by partial closure of road during construction
 During construction activities,
traffic flow will be disturbed. At
sections passing through
populated areas, there will be
limited scope for providing
diversion tracks for the mobility
of local and thorough traffic that
will increase the risk of
accidents.
 Proper site specific measures
will be carried out in
consultation with supervisory
consultants to ensure the safety
of population residing along and
around the project corridor. Site
specific Traffic Management
Plans (TMPs) will be prepared
and implemented by the
Contractor with the approval of
the Project Engineer.
 Taking necessary measures to
ensure the safety of traffic
during construction, including
barricades (including signs,
pavement markings, flags, and
lights) erected as required by
the FHA and set up as per local
regulations.
 Coordinating construction work
such that part of the
carriageway at a time is
upgraded leaving the other part
available to serve one way
traffic. Construction work will be
carried out in small stretches
instead of a long stretch.

44
Construction
Stage
 As a result of road improvement
the traffic volume will increase
during operation stage, there
may be safety hazards for the
locals residing along the edge
of the road as well as vehicular
traffic.
 During operation stage FHA will
make arrangements with some
organization / contractor for
proper maintenance and
operation of the road. Periodic
inspections will be made by
contracted firm to identify the
problem areas and their
remedial measures. For this
purpose the firm should be fully
equipped and there should be
contingency plan in case of any
emergency / natural disaster.
FHA Operation
Problems to Health and Safety of Labor and Employees on Construction Work and Provision of Safety
Equipment to Workers on Site.
 Occurrence of accidents /
incidents during the
construction activities,
particularly from excavation
activities is common. The
workers and general public
residing along the project
corridor or near the work sites
will particularly be at risk.
 Complying with the safety
precautions for construction
workers as per International
Labour Organization (ILO)
Convention No. 62, as far as
applicable to the project
contract.
 Training of workers in
construction safety procedures,
social awareness, equipping all
construction workers with safety
boots, helmets, gloves, and
protective masks, and
monitoring their proper and
sustained usage.
 Contractor staff while on work
may get injuries.
 Contractor will ensure the
provision of medicines, first aid
kits, vehicle, etc. at the camp
site.
Gender Issues
 According to the findings of the
socioeconomic survey, the rural
women normally use the open
field latrines and their privacy
may suffer due to the project
activities. Moreover, they
actively participate in other
outdoor socioeconomic
activities such as livestock
rearing, bringing of potable
water, etc which may also be
affected by the project activities.
 The Contractor will select the
specific timings for the
construction activities
particularly near the
settlements, so as to cause
least disturbance to the local
population particularly women.
 The Contractor will carry out the
construction activities in such a
way that the open field latrine
usage timings by the local
community particularly women,
should not be affected. The
normal timings to use the toilet
facilities by the rural women are
early in the morning and at late
in the evening. So, the
Contractor will have to take care
of these timings.

45
Construction
Stage
 The induction of outside labor
may create social and gender
issues due to the unawareness
of local customs and norms. It
may also cause hindrance to
the mobility of local women for
working in the field, herding
livestock, picking fuel wood, etc.
 Contractor will take due care of
the local community and
observe sanctity of local
customs and traditions by his
staff. Contractor will warn the
staff strictly not to involve in any
un–ethical activities and to obey
the local norms and cultural
restrictions particularly with
reference to women.
 During construction activities, if
privacy of the nearby
households is affected, the
Contractor will inform the house
owner to make some
arrangements. Similarly,
Contractor will take care as
much as possible that the
construction activities should
not affect the privacy particularly
with reference to women.
Social Conflicts and Employment of Locals on the Project
The presence of outside construction
workers may cause some degree of
social disruption and even active
disputes with the local community as
a result of social / cultural
differences. This particularly relates
to the disruption of the privacy of
women working in the fields or even
in the yards of their houses, should
the house lying at lower elevation
than the working sites. Likewise the
risk of theft of the community assets
by the Contractor workers and vice
versa may occur.
 Good relations with the local
communities will be promoted
by encouraging Contractors to
provide opportunities for skilled
and unskilled employment to the
locals, as well as on–the–job
training in construction for
young people. Contractor will
restrict his permanent staff to
mix with the locals to avoid any
social problems.
 The Contractor will warn the
workers not to involve in any
theft activities and if anyone
would involve in such type of
activities, he will have to pay
heavy penalty and would be
handed over to police. Similarly,
at the time of employing,
Contractor has to take care that
the workers should be of good
repute. The Contractor camp
will be properly fenced and main
gate will be locked at night with
a security guard to check the
theft issues from community
side.

46
Construction
Stage
Rise in the Prices of Essential Commodities
Due to induction of outside labour for
project works, the demand for basic
items will increase thereby causing
an increase in the prices of essential
commodities
The project will exert no negative
impacts on the prices of essential
commodities. It is estimated that
project will employ about 120 skilled
and un–skilled staff. Most of the un–
skilled labour will be recruited from
the local areas. As such there will be
no extraordinary increase in the
demand for essential or other
commodities. The Contractor, will,
however, be required to maintain the
field camps supplies from the main
Mingora market.
Contractor Construction
Use of Local Water Supplies and Other Common Resources
 Local water supplies will be
required to meet campsite and
construction requirements,
bringing its use into competition
with the use by the local
communities.
 The contractor will explore the
alternative water resource so
that the existing community
water resources are not
impacted. No existing water
source under the use of
community will be exploited by
the Contractor for campsite
facilities as well as construction
purposes.
Contractor Construction
 Local water may be affected
due to implementation of project
both in quantity as well as
quality.
 Availability of water for campsite
facilities and construction
purposes will be ensured by the
Contractor prior to start of
construction activities. As per
Local Government Act, the
contractor will seek approval
from the local government for
exploitation of the water
resources.
Contractor / PE /
Local Govt.
 The Contractor will be required
to maintain close liaison with
local communities to ensure that
any potential conflicts related to
common resource utilization for
project purposes are resolved
quickly.
Contractor
 The contractor will prepare
guidelines for the workers for
minimizing the wastage of water
during construction activities
and at campsites.
Contractor
Possibility of Spread of HIV / AIDS
Amongst the Project labor and
Adjoining Population
 Contractor to arrange HIV /
AIDS awareness programs in
the field camps on regular basis
by a qualified expert / doctor.
 Contractor will provide
recreational facilities such as
playing volleyball of football
after the work hours.
 Similarly, he will provide indoor
recreation in terms of radio and
TV at the eating place.

47
Construction
Stage
 The Contractor will ensure
regular medical check–up of the
camp staff from a qualified
doctor on fortnightly basis. If
any person found affected with
any of the transmittal diseases
will be immediately shifted from
the camp to the hospital for
detailed check–up and
treatment. The cost will be
borne by the Contractor.
 Contractor will restrict his
permanent staff to mix with the
locals to avoid any social and
health problems.
Recreational Facilities for Public  The Contractor will ensure the
restoration and rehabilitation of
construction and camp sites on
completion of the project.
Contractor Post
Construction
 FHA will develop parks
particularly for children and
ladies at appropriate sites along
the road to provide them better
recreational opportunities. This
will also attract the outside
tourists as well, thus increasing
the incomes of the local people
through increased socio–
economic activities.
FHA Post
Construction
 FHA should carry out tree
plantation along the road.
Restricted Mobility
 During the construction phase
the general mobility of the local
residents and their livestock in
and around the project area is
likely to be hindered. Likewise
access to the natural resource
may be affected. This
particularly implies to the
women and children.
 The contractor will ensure that
the mobility of the local
communities and their livestock
is not hindered by the
construction activities. The
contractor will provide crossing
points at the road at appropriate
places to facilitate the people for
going across the road for their
daily works and having free
access to the natural resources.
 Construction activities,
particularly excavation and
movement of haul truck and
machinery may disrupt the
existing tracks leading from the
main road to settlements. This
will limit the accessibility of the
local population to the main
road.
 Generally the contractor will
avoid using the village tracks for
hauling the construction
material. However, if it is
unavoidable, the existing ones
will be widened, overlaid with
shingle or surface treated to
accommodate local as well as
contractors traffic under the
approval of the Project
Engineer.
Table 66.3: Operational Phase

48
1. Strict application
of prescribed
Monitoring &
Engineering plan
Resident Engineering
Executive
Engineering Duty
bound
Works done through
contractor to according to
strict specification and in
commutation with
communities
Resident Engineer /
XEN Incharge of
Highway
Officer(s), authorized
by FHA and
Government of
Khyber Pakhtunkhwa
2. Continuous
evaluation of
design efficiency
Executive
Engineering Duty
bound
Works done through
contractor to according
communication with
communities
Resident Engineer /
XEN Incharge of the
dual Highway
FHA or Government
of Khyber
Pakhtunkhwa
whosever is i/c of
Supervision
3. Understanding
and training of
operational manual
Executive
Engineering Duty
bound
Works done through
communication with
communities
Resident Engineer /
XEN Incharge of the
dual Highway
FHA or Government
of Khyber
Pakhtunkhwa
whichever is i/c of the
road
4. Environmental
Annual Audit
Executive
Engineering Duty
bound
Works done through
maintenance contractor
to according to strict
specification and in
communication with
communities
Resident Engineer /
XEN Incharge of the
dual Highway
FHA or Government
of Khyber
Pakhtunkhwa
whichever is i/c of the
road
5. Regular
Maintenance
/ Executive
Engineering Duty
bound
Works done through
maintenance contractor
to according to strict
specification and in
communication with
communities
Resident Engineer /
XEN Incharge dual
Highway with the
assistance of
maintenance
FHA or Government
of Khyber
Pakhtunkhwa
whosever is i/c of the
road
6. Staff welfare Resident Engineering
Executive
Engineering Duty
bound
Works done through
communication with
communities
Resident Engineer /
XEN Incharge with
the assistance of
contractor
FHA or Government
of Khyber
Pakhtunkhwa
whosever takes over
as i/c of the road
7. Continued Public
Consultant
Resident Engineer /
Executive
Engineering Duty
bound
Works done through
communication with
communities
Resident Engineer /
XEN Incharge of the
Highway with the
assistance of
contractor
FHA or Government
of Khyber
Pakhtunkhwa
whosever is I/c of the
road
8. Continued
Gender issues and
women
Consultants
Resident Engineer /
Executive
Engineering Duty
bound
Works done through
communication with
communities. To have
gender-neutral policy
Resident Engineer /
XEN Incharge of the
Highway with the
assistance of
contractor
FHA or Government
of Khyber
Pakhtunkhwa
whosever takes over
the management and
maintenance of the
road
9. Refresher
courses for the
operational staff
Executive
Engineering Duty
bound
Works done through
communication with
communities.
Resident Engineer /
XEN Incharge
Highway assisted of
Consultant
FHA or Government
of Khyber
Pakhtunkhwa
whoever takes the
management and
maintenance of the
road

49
6.3 Environmental Monitoring
6.3.1 Compliance Monitoring
The environmental monitoring will be carried out with the help of checklists prepared on
the basis of the Mitigation Plans given in EIA for Sharifabad - Kanju Road. These
checklists will be filled by the contractor’s environment specialist on a regular basis, and
provided to the ESC. All non-compliances recorded in the filled checklists will be
followed up for remediation. The summary of filled checklists, non-compliances and
remedial actions will be included in the progress reports.
6.3.2 Effects Monitoring
The KpHA will engage a competent consultant to conduct effects monitoring on a
periodic basis. The overall objective of the effects monitoring is to ensure that the key
environmental parameters in the project area remain within the acceptable limits
specified by the National Environmental Quality Standards (NEQS) (and other relevant
benchmarks) throughout the project execution. For this purpose, the Independent
Environmental Monitor (IEM) will carry out the periodic sampling, monitoring, and
analysis of the key environmental parameters specified in the EMP and provide their
results to the KpHA.
6.3.3 Third Party Monitoring
KpHA will engage a suitable consultant to carry out environmental audit of the Project on
a six-monthly basis. During these audits, the EMP compliance and its effectiveness will
be assessed. This monitoring will help identify weaknesses in the EMP implementation
and also recommend the corrective measures.
6.4 Environmental and Social Management Budget
The total environmental management cost for the 3.00 km has been estimated to be
about Rs. 1.50 Million.
The social management cost will be reflected in the SIA & RAP report which is under
preparation.
Table 6.4: Cost Estimates for Environmental Management
Environmental Component Quantity
Amount
Pak Rs.
Details/Basis
Tree Plantation 1000 600,000 Cost includes plantation and
maintenance up to three years
IEMC charges L.S 750,000 Lump sum
Environmental Audit L.S 150,000 Lump sum
Total Environmental Management Cost = 1,500,000

Eia addendum 1 for 3.00 km

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Eia addendum 1 for 3.00 km